Engrowth Expansion Calculation Pages

8/16/2019 Engrowth Expansion Calculation Pages

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Team Kendra Alte

Mitchell Fe

Bethany Goodri

Joel Sm

Load Calculations


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Team Kendra Alte

Mitchell Fe

Bethany Goodri

Joel Sm

Roof Beam Design


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Academic license user Calvin College

Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 1 1

Engineering Building Expansion

Calvin College

JPS 10-Mar-14 BLG

08-Apr-2014 18:11EB Truss [65 ft span].std

Print Time/Date: 08/04/2014 19:01 Print Run 1STAAD.Pro V8i (SELECTseries 4)/Academic 20.07.09.31

Job Information Engineer Checked Approved

Name: JPS BLG

Date: 10-Mar-14 8-April-14

Comments

This is the STAAD MODEL for the 65 foot truss.

Structure Type SPACE FRAME

Number of Nodes 15 Highest Node 19

Number of Elements 27 Highest Beam 27

Number of Basic Load Cases 5

Number of Combination Load Cases 3

Included in this printout are data for:

All The Whole Structure

Included in this printout are results for load cases:

Type L/C Name

Combination 7 1.2DL + 1.6LL+0.5SL


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2013.01 2 1


Calvin College

JPS 10-Mar-14 BLG



208

1527

9

16

1

17

10

18

2

19

14

3 7

21

22

4

13

23

5

241225

6

26 11

X = -0.000 kipY = 38.604 kipZ = 0.000 kipMX = FREEMY = FREEMZ = FREE

X = FREEY = 36.468 kipZ = 0.000 kipMX = 0.000 kip-inMY = 0.000 kip-inMZ = FREE

Load 7X

Y

Z

Whole Structure (Input data was modified after picture taken)


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By Date Chd

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2013.01 3 1


Calvin College

JPS 10-Mar-14 BLG



L35304LDWT6X32.5

WT6X32.5L35304LD

WT6X32.5

L35304LD

WT6X32.5

L35304LD

WT6X32.5

L35304LD

WT6X32.5

L35304LD

WT6X32.5

WT6X32.5 WT6X32.5

L35304LD

L35304LD

WT6X32.5

WT6X32.5

L35304LD

WT6X32.5

L35304LD

WT6X32.5

L35304LD

WT6X32.5

L35304LDWT6X32.5

Bending ZLoad 7 :X

YZ

Whole Structure 2 (Input data was modified after picture taken)

BeamsBeam Node A Node B Length

(ft)

Property ββββ

(degrees)

1 1 18 5.000 1 0

2 18 5 10.000 1 0

3 5 7 10.000 1 0

4 7 8 10.000 1 0

5 8 10 10.000 1 0

6 10 12 10.000 1 0

7 12 2 10.000 1 0

8 19 4 5.270 1 0

9 14 19 10.541 1 0

10 13 14 10.541 1 0

11 2 17 10.541 1 0

12 17 16 10.541 1 0

13 16 15 10.541 1 0

14 15 13 10.541 1 0


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2013.01 4 1


Calvin College

JPS 10-Mar-14 BLG



Beams Cont...Beam Node A Node B Length

(ft)

Property ββββ

(degrees)

15 1 4 5.000 1 0

16 18 19 6.667 2 0

17 18 14 14.142 2 0

18 5 14 10.000 2 0

19 5 13 16.666 2 0

20 7 13 13.333 2 0

21 8 13 16.666 2 0

22 8 15 10.000 2 0

23 10 15 14.142 2 0

24 10 16 6.666 2 025 12 16 12.018 2 0

26 12 17 3.333 2 0

27 1 19 8.333 2 0

Basic Load CasesNumber Name

1 ROOF DEAD LOAD

2 MECHANICAL DUCT

3 SNOW LOAD

4 SNOW DRIFT5 CRANE LOAD

Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor

6 1.4DL 1 ROOF DEAD LOAD 1.40

7 1.2DL + 1.6LL+0.5SL 1 ROOF DEAD LOAD 1.20

2 MECHANICAL DUCT 1.60

5 CRANE LOAD 1.60

3 SNOW LOAD 0.50

4 SNOW DRIFT 0.50

8 1.2DL + 1.6SL + 0.5LL 1 ROOF DEAD LOAD 1.20

3 SNOW LOAD 1.60

4 SNOW DRIFT 1.60


5 CRANE LOAD 0.50


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2013.01 5 1


Calvin College

JPS 10-Mar-14 BLG



Beam Loads : 1 ROOF DEAD LOADBeam Type Direction Fa Da

(ft)

Fb Db Ecc.

(ft)

8 UNI lbf/ft GY -220.000 - - - -

9 UNI lbf/ft GY -220.000 - - - -

10 UNI lbf/ft GY -220.000 - - - -

11 UNI lbf/ft GY -220.000 - - - -

12 UNI lbf/ft GY -220.000 - - - -

13 UNI lbf/ft GY -220.000 - - - -

14 UNI lbf/ft GY -220.000 - - - -

Beam Loads : 2 MECHANICAL DUCTBeam Type Direction Fa Da

(ft)

Fb Db Ecc.

(ft)

1 UNI lbf/ft GY -400.000 - - - -

2 UNI lbf/ft GY -400.000 - - - -

3 UNI lbf/ft GY -400.000 - - - -

4 UNI lbf/ft GY -400.000 - - - -

5 UNI lbf/ft GY -400.000 - - - -

6 UNI lbf/ft GY -400.000 - - - -

7 UNI lbf/ft GY -400.000 - - - -

Beam Loads : 3 SNOW LOADBeam Type Direction Fa Da

(ft)

Fb Db Ecc.

(ft)

8 UNI lbf/ft GY -221.000 - - - -

9 UNI lbf/ft GY -221.000 - - - -

10 UNI lbf/ft GY -221.000 - - - -

11 UNI lbf/ft GY -221.000 - - - -

12 UNI lbf/ft GY -221.000 - - - -

13 UNI lbf/ft GY -221.000 - - - -

14 UNI lbf/ft GY -221.000 - - - -

Beam Loads : 4 SNOW DRIFTBeam Type Direction Fa Da

(ft)

Fb Db Ecc.

(ft)

13 UNI lbf/ft GY -268.000 - - - -

Beam Loads : 5 CRANE LOADBeam Type Direction Fa Da

(ft)

Fb Db Ecc.

(ft)

3 CON kip GY -4.000 5.000 - - -


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2013.01 6 1


Calvin College

JPS 10-Mar-14 BLG



Reactions Horizontal Vertical Horizontal Moment

Node L/C FX

(kip)

FY

(kip)

FZ

(kip)

MX

(kip-in)

MY

(kip-in)

MZ

(kip-in)

1 7:1.2DL + 1.6L -0.000 38.604 0.000 0.000 0.000 0.000

2 7:1.2DL + 1.6L 0.000 36.468 0.000 0.000 0.000 0.000

Beam End ForcesSign convention is as the action of the joint on the beam.

Axial Shear Torsion Bending

Beam Node L/C Fx

(kip)

Fy

(kip)

Fz

(kip)

Mx

(kip-in)

My

(kip-in)

Mz

(kip-in)

1 1 7:1.2DL + 1.6L -27.606 1.912 0.000 0.000 0.000 38.595

18 7:1.2DL + 1.6L 27.606 1.288 0.000 0.000 0.000 -19.854

2 18 7:1.2DL + 1.6L -47.578 2.331 0.000 0.000 0.000 19.854

5 7:1.2DL + 1.6L 47.578 4.069 0.000 0.000 0.000 -124.112

3 5 7:1.2DL + 1.6L -46.801 6.383 0.000 0.000 0.000 124.112

7 7:1.2DL + 1.6L 46.801 6.417 0.000 0.000 0.000 -126.141

4 7 7:1.2DL + 1.6L -46.801 3.875 0.000 0.000 0.000 126.141

8 7:1.2DL + 1.6L 46.801 2.525 0.000 0.000 0.000 -45.092

5 8 7:1.2DL + 1.6L -62.852 3.050 0.000 0.000 0.000 45.092

10 7:1.2DL + 1.6L 62.852 3.350 0.000 0.000 0.000 -63.038

6 10 7:1.2DL + 1.6L -79.716 3.357 0.000 0.000 0.000 63.038

12 7:1.2DL + 1.6L 79.716 3.043 0.000 0.000 0.000 -44.219

7 12 7:1.2DL + 1.6L -95.484 3.473 0.000 0.000 0.000 44.219

2 7:1.2DL + 1.6L 95.484 2.927 0.000 0.000 0.000 -11.419

8 19 7:1.2DL + 1.6L 0.876 0.919 0.000 0.000 0.000 27.617

4 7:1.2DL + 1.6L -1.500 0.953 0.000 0.000 0.000 -28.691

9 14 7:1.2DL + 1.6L 28.460 1.918 0.000 0.000 0.000 33.330

19 7:1.2DL + 1.6L -29.709 1.827 0.000 0.000 0.000 -27.617

10 13 7:1.2DL + 1.6L 49.497 1.964 0.000 0.000 0.000 44.908

14 7:1.2DL + 1.6L -50.745 1.781 0.000 0.000 0.000 -33.330

11 2 7:1.2DL + 1.6L 101.191 1.627 0.000 0.000 0.000 -11.419

17 7:1.2DL + 1.6L -99.943 2.118 0.000 0.000 0.000 -19.685

12 17 7:1.2DL + 1.6L 101.206 1.672 0.000 0.000 0.000 19.685

16 7:1.2DL + 1.6L -99.958 2.073 0.000 0.000 0.000 -45.042

13 16 7:1.2DL + 1.6L 84.886 2.576 0.000 0.000 0.000 45.04215 7:1.2DL + 1.6L -83.191 2.509 0.000 0.000 0.000 -40.800

14 15 7:1.2DL + 1.6L 66.865 1.840 0.000 0.000 0.000 40.800

13 7:1.2DL + 1.6L -65.617 1.905 0.000 0.000 0.000 -44.908

15 1 7:1.2DL + 1.6L 1.379 -1.121 0.000 0.000 0.000 -38.595

4 7:1.2DL + 1.6L -1.379 1.121 0.000 0.000 0.000 -28.691

16 18 7:1.2DL + 1.6L -23.590 -0.000 0.000 0.000 0.000 0.000

19 7:1.2DL + 1.6L 23.590 0.000 0.000 0.000 0.000 0.000

17 18 7:1.2DL + 1.6L 28.244 0.000 0.000 0.000 0.000 0.000

14 7:1.2DL + 1.6L -28.244 -0.000 0.000 0.000 0.000 0.000


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2013.01 7 1


Calvin College

JPS 10-Mar-14 BLG



Beam End Forces Cont... Axial Shear Torsion Bending

Beam Node L/C Fx

(kip)

Fy

(kip)

Fz

(kip)

Mx

(kip-in)

My

(kip-in)

Mz

(kip-in)

18 5 7:1.2DL + 1.6L -9.415 0.000 0.000 0.000 0.000 0.000

14 7:1.2DL + 1.6L 9.415 -0.000 0.000 0.000 0.000 0.000

19 5 7:1.2DL + 1.6L -1.296 -0.000 0.000 0.000 0.000 0.000

13 7:1.2DL + 1.6L 1.296 0.000 0.000 0.000 0.000 0.000

20 7 7:1.2DL + 1.6L -10.292 0.000 0.000 0.000 0.000 0.000

13 7:1.2DL + 1.6L 10.292 0.000 0.000 0.000 0.000 0.000

21 8 7:1.2DL + 1.6L -26.752 0.000 0.000 0.000 0.000 0.000

13 7:1.2DL + 1.6L 26.752 -0.000 0.000 0.000 0.000 0.000

22 8 7:1.2DL + 1.6L 15.826 0.000 0.000 0.000 0.000 0.00015 7:1.2DL + 1.6L -15.826 -0.000 0.000 0.000 0.000 0.000

23 10 7:1.2DL + 1.6L -23.848 -0.000 0.000 0.000 0.000 0.000

15 7:1.2DL + 1.6L 23.848 0.000 0.000 0.000 0.000 0.000

24 10 7:1.2DL + 1.6L 10.156 -0.000 0.000 0.000 0.000 0.000

16 7:1.2DL + 1.6L -10.156 0.000 0.000 0.000 0.000 0.000

25 12 7:1.2DL + 1.6L -18.951 -0.000 0.000 0.000 0.000 0.000

16 7:1.2DL + 1.6L 18.951 0.000 0.000 0.000 0.000 0.000

26 12 7:1.2DL + 1.6L 3.995 0.000 0.000 0.000 0.000 0.000

17 7:1.2DL + 1.6L -3.995 -0.000 0.000 0.000 0.000 0.000

27 1 7:1.2DL + 1.6L 44.141 -0.000 0.000 0.000 0.000 0.000

19 7:1.2DL + 1.6L -44.141 0.000 0.000 0.000 0.000 0.000

Utilization RatioBeam Analysis

Property

Design

Property

Actual

Ratio

Allowable

Ratio

Ratio

(Act./Allow.)

Clause L/C Ax

(in2)

Iz

(in4)

Iy

(in4)

Ix

(in

1 WT6X32.5 WT6X32.5 0.247 1.000 0.247 Eq. H1-1b 7 9.550 20.602 87.000 1

2 WT6X32.5 WT6X32.5 0.747 1.000 0.747 Eq. H1-1b 7 9.550 20.602 87.000 1

3 WT6X32.5 WT6X32.5 0.757 1.000 0.757 Eq. H1-1b 7 9.550 20.602 87.000 1

4 WT6X32.5 WT6X32.5 0.757 1.000 0.757 Eq. H1-1b 7 9.550 20.602 87.000 1

5 WT6X32.5 WT6X32.5 0.424 1.000 0.424 Eq. H1-1b 7 9.550 20.602 87.000 1

6 WT6X32.5 WT6X32.5 0.444 1.000 0.444 Eq. H1-1b 7 9.550 20.602 87.000 1

7 WT6X32.5 WT6X32.5 0.441 1.000 0.441 Eq. H1-1a 7 9.550 20.602 87.000 1

8 WT6X32.5 WT6X32.5 0.261 1.000 0.261 Eq. H1-1b 8 9.550 20.602 87.000 1

9 WT6X32.5 WT6X32.5 0.399 1.000 0.399 Eq. H1-1b 8 9.550 20.602 87.000 110 WT6X32.5 WT6X32.5 0.439 1.000 0.439 Eq. H1-1b 8 9.550 20.602 87.000 1

11 WT6X32.5 WT6X32.5 0.574 1.000 0.574 Eq. H1-1a 7 9.550 20.602 87.000 1

12 WT6X32.5 WT6X32.5 0.786 1.000 0.786 Eq. H1-1a 8 9.550 20.602 87.000 1

13 WT6X32.5 WT6X32.5 0.744 1.000 0.744 Eq. H1-1a 8 9.550 20.602 87.000 1

14 WT6X32.5 WT6X32.5 0.657 1.000 0.657 Eq. H1-1a 8 9.550 20.602 87.000 1

15 WT6X32.5 WT6X32.5 0.162 1.000 0.162 Eq. H1-1b 7 9.550 20.602 87.000 1

16 L35304 L35304LD 0.233 1.000 0.233 Eq. D2-1 7 3.126 3.827 4.533 0

17 L35304 L35304LD 0.941 1.000 0.941 Sec. E1 7 3.126 3.827 4.533 0

18 L35304 L35304LD 0.093 1.000 0.093 Eq. D2-1 7 3.126 3.827 4.533 0


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2013.01 8 1


Calvin College

JPS 10-Mar-14 BLG



Utilization Ratio Cont...Beam Analysis

Property

Design

Property

Actual

Ratio

Allowable

Ratio

Ratio

(Act./Allow.)

Clause L/C Ax

(in2)

Iz

(in4)

Iy

(in4)

Ix

(in

19 L35304 L35304LD 0.029 1.000 0.029 Sec. E1 4 3.126 3.827 4.533 0

20 L35304 L35304LD 0.102 1.000 0.102 Eq. D2-1 7 3.126 3.827 4.533 0

21 L35304 L35304LD 0.264 1.000 0.264 Eq. D2-1 7 3.126 3.827 4.533 0

22 L35304 L35304LD 0.354 1.000 0.354 Sec. E1 8 3.126 3.827 4.533 0

23 L35304 L35304LD 0.235 1.000 0.235 Eq. D2-1 7 3.126 3.827 4.533 0

24 L35304 L35304LD 0.187 1.000 0.187 Sec. E4 8 3.126 3.827 4.533 0

25 L35304 L35304LD 0.187 1.000 0.187 Eq. D2-1 7 3.126 3.827 4.533 0

26 L35304 L35304LD 0.079 1.000 0.079 Sec. E4 8 3.126 3.827 4.533 0

27 L35304 L35304LD 0.689 1.000 0.689 Sec. E4 7 3.126 3.827 4.533 0


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Job No Sheet No Rev

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By Date Chd

File Date/Time

2013.01 1 1


Calvin College

JPS 16-Mar-14 BLG

21-Mar-2014 12:2EB Truss [55 ft span].std



Name: JPS BLG


Comments

This is the model for the 55 foot truss.









Type L/C Name

Combination 7 1.2DL + 1.6LL + O.5SL


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2013.01 2 1


Calvin College

JPS 16-Mar-14 BLG



2

1

510

8

12

11

13

9

15

14

16 18

3

17

20

21

19

6

23

22

24

7

25

411

3

8

5


9

10

2

6

1

X = FREEY = 6.377 kipZ = 0.000 kipMX = 0.000 kip-iMY = 0.000 kip-iMZ = FREE

12 13

7

14

4

Load 1X

Y

Z



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2013.01 3 1


Calvin College

JPS 16-Mar-14 BLG



WT6X32.5

WT6X32.5

WT6X32.5

L35304LD

WT6X32.5

L35304LD

WT6X32.5

L35304LD

WT6X32.5

L35304LD

WT6X32.5

L35304LD L35304LD

WT6X32.5

WT6X32.5

L35304LD

L35304LD

WT6X32.5

WT6X32.5

L35304LD

WT6X32.5

L35304LD

WT6X32.5

L35356LD

WT6X32.5

Load 1X

Y

Z



(ft)

Property ββββ

(degrees)1 3 8 5.270 1 0

2 2 6 10.541 1 0

3 4 1 3.330 1 0

4 1 14 10.000 1 0

5 5 3 5.000 1 0

6 6 7 10.541 1 0

7 7 4 10.541 1 0

8 8 9 10.541 1 0

9 9 2 10.541 1 0

10 5 8 8.333 2 0

11 10 5 5.000 1 0

12 8 10 6.666 2 0

13 10 9 14.142 2 0

14 11 10 10.000 1 0

15 9 11 10.000 2 0

16 11 2 16.666 2 0

17 12 11 10.000 1 0

18 2 12 13.333 2 0

19 13 12 10.000 1 0

20 2 13 16.666 2 0

21 13 6 9.999 2 0

22 14 13 10.000 1 0


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2013.01 4 1


Calvin College

JPS 16-Mar-14 BLG



Beams Cont...Beam Node A Node B Length

(ft)

Property ββββ

(degrees)

23 6 14 14.141 2 0

24 14 7 6.664 2 0

25 7 1 12.017 3 0


1 ROOF DEAD LOAD

2 MECHANICAL DUCT

3 SNOW LOAD

4 SNOW DRIFT

5 CRANE LOAD



7 1.2DL + 1.6LL + O.5SL 1 ROOF DEAD LOAD 1.20


5 CRANE LOAD 1.60

3 SNOW LOAD 0.50

4 SNOW DRIFT 0.50


3 SNOW LOAD 1.60

4 SNOW DRIFT 1.60


5 CRANE LOAD 0.50


(ft)

Fb Db Ecc.

(ft)1 UNI lbf/ft GY -220.000 - - - -

2 UNI lbf/ft GY -220.000 - - - -

6 UNI lbf/ft GY -220.000 - - - -

7 UNI lbf/ft GY -220.000 - - - -

8 UNI lbf/ft GY -220.000 - - - -

9 UNI lbf/ft GY -220.000 - - - -


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2013.01 5 1


Calvin College

JPS 16-Mar-14 BLG




(ft)

Fb Db Ecc.

(ft)

4 UNI lbf/ft GY -400.000 - - - -

11 UNI lbf/ft GY -400.000 - - - -

14 UNI lbf/ft GY -400.000 - - - -

17 UNI lbf/ft GY -400.000 - - - -

19 UNI lbf/ft GY -400.000 - - - -

22 UNI lbf/ft GY -400.000 - - - -


(ft)

Fb Db Ecc.

(ft)

1 UNI lbf/ft GY -221.000 - - - -

2 UNI lbf/ft GY -221.000 - - - -

6 UNI lbf/ft GY -221.000 - - - -

7 UNI lbf/ft GY -221.000 - - - -

8 UNI lbf/ft GY -221.000 - - - -

9 UNI lbf/ft GY -221.000 - - - -


(ft)

Fb Db Ecc.

(ft)

2 UNI lbf/ft GY -268.000 - - - -


(ft)

Fb Db Ecc.

(ft)

17 CON kip GY -4.000 5.000 - - -

Reactions

Horizontal Vertical Horizontal Moment

Node L/C FX

(kip)

FY

(kip)

FZ

(kip)

MX

(kip-in)

MY

(kip-in)

MZ

(kip-in)

1 7:1.2DL + 1.6L 0.000 31.554 0.000 0.000 0.000 0.000

5 7:1.2DL + 1.6L -0.000 33.171 0.000 0.000 0.000 0.000


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2013.01 6 1


Calvin College

JPS 16-Mar-14 BLG





Beam Node L/C Fx

(kip)

Fy

(kip)

Fz

(kip)

Mx

(kip-in)

My

(kip-in)

Mz

(kip-in)

1 3 7:1.2DL + 1.6L 1.317 0.877 0.000 0.000 0.000 24.589

8 7:1.2DL + 1.6L -0.693 0.995 0.000 0.000 0.000 -28.316

2 2 7:1.2DL + 1.6L 44.634 2.611 0.000 0.000 0.000 52.409

6 7:1.2DL + 1.6L -46.330 2.474 0.000 0.000 0.000 -43.687

3 4 7:1.2DL + 1.6L 3.262 3.165 0.000 0.000 0.000 55.544

1 7:1.2DL + 1.6L -3.262 -3.165 0.000 0.000 0.000 70.922

4 1 7:1.2DL + 1.6L -40.659 3.304 0.000 0.000 0.000 70.922

14 7:1.2DL + 1.6L 40.659 3.096 0.000 0.000 0.000 -58.4295 5 7:1.2DL + 1.6L 1.249 -0.972 0.000 0.000 0.000 -33.753

3 7:1.2DL + 1.6L -1.249 0.972 0.000 0.000 0.000 -24.589

6 6 7:1.2DL + 1.6L 42.193 2.000 0.000 0.000 0.000 43.687

7 7:1.2DL + 1.6L -43.441 1.745 0.000 0.000 0.000 -27.543

7 7 7:1.2DL + 1.6L 2.786 1.651 0.000 0.000 0.000 27.543

4 7:1.2DL + 1.6L -4.034 2.094 0.000 0.000 0.000 -55.544

8 8 7:1.2DL + 1.6L 25.434 1.844 0.000 0.000 0.000 28.316

9 7:1.2DL + 1.6L -24.186 1.901 0.000 0.000 0.000 -31.913

9 9 7:1.2DL + 1.6L 42.129 1.711 0.000 0.000 0.000 31.913

2 7:1.2DL + 1.6L -40.881 2.035 0.000 0.000 0.000 -52.409

10 5 7:1.2DL + 1.6L 37.622 -0.000 0.000 0.000 0.000 0.000

8 7:1.2DL + 1.6L -37.622 0.000 0.000 0.000 0.000 0.000

11 10 7:1.2DL + 1.6L -23.545 1.376 0.000 0.000 0.000 20.3075 7:1.2DL + 1.6L 23.545 1.824 0.000 0.000 0.000 -33.753

12 8 7:1.2DL + 1.6L -19.581 -0.000 0.000 0.000 0.000 0.000

10 7:1.2DL + 1.6L 19.581 0.000 0.000 0.000 0.000 0.000

13 10 7:1.2DL + 1.6L 22.459 0.000 0.000 0.000 0.000 0.000

9 7:1.2DL + 1.6L -22.459 -0.000 0.000 0.000 0.000 0.000

14 11 7:1.2DL + 1.6L -39.426 4.076 0.000 0.000 0.000 125.378

10 7:1.2DL + 1.6L 39.426 2.324 0.000 0.000 0.000 -20.307

15 9 7:1.2DL + 1.6L -6.780 -0.000 0.000 0.000 0.000 0.000

11 7:1.2DL + 1.6L 6.780 0.000 0.000 0.000 0.000 0.000

16 11 7:1.2DL + 1.6L -4.636 -0.000 0.000 0.000 0.000 0.000

2 7:1.2DL + 1.6L 4.636 0.000 0.000 0.000 0.000 0.000

17 12 7:1.2DL + 1.6L -36.645 6.387 0.000 0.000 0.000 123.796

11 7:1.2DL + 1.6L 36.645 6.413 0.000 0.000 0.000 -125.378

18 2 7:1.2DL + 1.6L -10.232 0.000 0.000 0.000 0.000 0.000

12 7:1.2DL + 1.6L 10.232 -0.000 0.000 0.000 0.000 0.000

19 13 7:1.2DL + 1.6L -36.645 2.555 0.000 0.000 0.000 46.369

12 7:1.2DL + 1.6L 36.645 3.845 0.000 0.000 0.000 -123.796

20 2 7:1.2DL + 1.6L -10.872 -0.000 0.000 0.000 0.000 0.000

13 7:1.2DL + 1.6L 10.872 0.000 0.000 0.000 0.000 0.000

21 13 7:1.2DL + 1.6L 3.043 0.000 0.000 0.000 0.000 0.000

6 7:1.2DL + 1.6L -3.043 0.000 0.000 0.000 0.000 0.000

22 14 7:1.2DL + 1.6L -43.168 3.300 0.000 0.000 0.000 58.429


40/224


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 7 1


Calvin College

JPS 16-Mar-14 BLG




Beam Node L/C Fx

(kip)

Fy

(kip)

Fz

(kip)

Mx

(kip-in)

My

(kip-in)

Mz

(kip-in)

13 7:1.2DL + 1.6L 43.168 3.100 0.000 0.000 0.000 -46.369

23 6 7:1.2DL + 1.6L 3.549 0.000 0.000 0.000 0.000 0.000

14 7:1.2DL + 1.6L -3.549 0.000 0.000 0.000 0.000 0.000

24 14 7:1.2DL + 1.6L -8.906 0.000 0.000 0.000 0.000 0.000

7 7:1.2DL + 1.6L 8.906 -0.000 0.000 0.000 0.000 0.000

25 7 7:1.2DL + 1.6L 45.057 -0.000 0.000 0.000 0.000 0.000

1 7:1.2DL + 1.6L -45.057 0.000 0.000 0.000 0.000 0.000


Property

Design

Property

Actual

Ratio

Allowable

Ratio

Ratio

(Act./Allow.)

Clause L/C Ax

(in2)

Iz

(in4)

Iy

(in4)

Ix

(in

1 WT6X32.5 WT6X32.5 0.277 1.000 0.277 Eq. H1-1b 8 9.550 20.602 87.000 1

2 WT6X32.5 WT6X32.5 0.618 1.000 0.618 Eq. H1-1b 8 9.550 20.602 87.000 1

3 WT6X32.5 WT6X32.5 0.392 1.000 0.392 Eq. H1-1b 8 9.550 20.602 87.000 1

4 WT6X32.5 WT6X32.5 0.443 1.000 0.443 Eq. H1-1b 7 9.550 20.602 87.000 1

5 WT6X32.5 WT6X32.5 0.139 1.000 0.139 Eq. H1-1b 7 9.550 20.602 87.000 1

6 WT6X32.5 WT6X32.5 0.560 1.000 0.560 Eq. H1-1b 8 9.550 20.602 87.000 1

7 WT6X32.5 WT6X32.5 0.395 1.000 0.395 Eq. H1-1b 8 9.550 20.602 87.000 1

8 WT6X32.5 WT6X32.5 0.348 1.000 0.348 Eq. H1-1b 8 9.550 20.602 87.000 1

9 WT6X32.5 WT6X32.5 0.607 1.000 0.607 Eq. H1-1b 8 9.550 20.602 87.000 110 L35304 L35304LD 0.587 1.000 0.587 Sec. E4 7 3.126 3.827 4.533 0

11 WT6X32.5 WT6X32.5 0.216 1.000 0.216 Eq. H1-1b 7 9.550 20.602 87.000 1

12 L35304 L35304LD 0.193 1.000 0.193 Eq. D2-1 7 3.126 3.827 4.533 0

13 L35304 L35304LD 0.748 1.000 0.748 Sec. E1 7 3.126 3.827 4.533 0

14 WT6X32.5 WT6X32.5 0.745 1.000 0.745 Eq. H1-1b 7 9.550 20.602 87.000 1

15 L35304 L35304LD 0.067 1.000 0.067 Eq. D2-1 7 3.126 3.827 4.533 0

16 L35304 L35304LD 0.049 1.000 0.049 Sec. E1 4 3.126 3.827 4.533 0

17 WT6X32.5 WT6X32.5 0.741 1.000 0.741 Eq. H1-1b 7 9.550 20.602 87.000 1

18 L35304 L35304LD 0.101 1.000 0.101 Eq. D2-1 7 3.126 3.827 4.533 0

19 WT6X32.5 WT6X32.5 0.733 1.000 0.733 Eq. H1-1b 7 9.550 20.602 87.000 1

20 L35304 L35304LD 0.111 1.000 0.111 Eq. D2-1 8 3.126 3.827 4.533 0

21 L35304 L35304LD 0.132 1.000 0.132 Sec. E1 8 3.126 3.827 4.533 0


24 L35304 L35304LD 0.088 1.000 0.088 Eq. D2-1 7 3.126 3.827 4.533 0

25 L35356 L35356LD 0.724 1.000 0.724 Sec. E1 7 4.968 5.730 10.829 0


41/224


42/224


43/224


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 1 1


Calvin College

JPS 16-Mar-14 BLG

21-Mar-2014 12:3EB Truss [45 ft Span].std



Name: JPS BLG


Comments










Type L/C Name



44/224


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 2 1


Calvin College

JPS 16-Mar-14 BLG



10

8

59

7

11

1

12

4

14

15

2

6

17

13

21

20

16

3

18

19 5


3

1211

6

10

1

9

7

4


8

2

Load 1X

Y

Z

Whole Structure

WT6X32.5

WT6X32.5

WT6X32.5

L35304LD

WT6X32.5

L35304LD

WT6X32.5

L35304LD

WT6X32.5

L35304LD

L35304LD

WT6X32.5

WT6X32.5

L35304LD

WT6X32.5

L35304LD

L35304LD

WT6X32.5

WT6X32.5

L35356LD

WT6X32.5

Load 1X

Y

Z



45/224


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 3 1


Calvin College

JPS 16-Mar-14 BLG




(ft)

Property ββββ

(degrees)

1 4 9 5.000 1 0

2 5 3 6.666 1 0

3 3 6 10.541 1 0

4 1 7 10.541 1 0

5 2 4 5.000 1 0

6 6 1 10.541 1 0

7 7 8 10.540 1 0

8 8 2 5.270 1 0

9 4 8 8.333 2 0

10 9 10 10.000 1 011 8 9 6.666 2 0

12 9 7 14.141 2 0

13 10 11 10.000 1 0

14 7 10 9.998 2 0

15 10 1 16.664 2 0

16 11 12 10.000 1 0

17 1 11 13.330 2 0

18 5 6 14.141 3 0

19 12 5 10.000 1 0

20 6 12 9.998 2 0

21 12 1 16.664 2 0


1 ROOF DEAD LOAD

2 MECHANICAL DUCT

3 SNOW LOAD

4 SNOW DRIFT

5 CRANE LOAD


46/224


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 4 1


Calvin College

JPS 16-Mar-14 BLG







5 CRANE LOAD 1.60

3 SNOW LOAD 0.50

4 SNOW DRIFT 0.50


3 SNOW LOAD 1.60

4 SNOW DRIFT 1.60

2 MECHANICAL DUCT 0.505 CRANE LOAD 0.50


(ft)

Fb Db Ecc.

(ft)

3 UNI lbf/ft GY -220.000 - - - -

4 UNI lbf/ft GY -220.000 - - - -

6 UNI lbf/ft GY -220.000 - - - -

7 UNI lbf/ft GY -220.000 - - - -

8 UNI lbf/ft GY -220.000 - - - -


(ft)

Fb Db Ecc.

(ft)

1 UNI lbf/ft GY -400.000 - - - -

10 UNI lbf/ft GY -400.000 - - - -

13 UNI lbf/ft GY -400.000 - - - -

16 UNI lbf/ft GY -400.000 - - - -

19 UNI lbf/ft GY -400.000 - - - -


(ft)

Fb Db Ecc.

(ft)

3 UNI lbf/ft GY -221.000 - - - -

4 UNI lbf/ft GY -221.000 - - - -

6 UNI lbf/ft GY -221.000 - - - -

7 UNI lbf/ft GY -221.000 - - - -

8 UNI lbf/ft GY -221.000 - - - -


47/224


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 5 1


Calvin College

JPS 16-Mar-14 BLG




(ft)

Fb Db Ecc.

(ft)

6 UNI lbf/ft GY -268.000 - - - -


(ft)

Fb Db Ecc.

(ft)

13 CON kip GY -4.000 5.000 - - -

Reactions Horizontal Vertical Horizontal Moment

Node L/C FX

(kip)

FY

(kip)

FZ

(kip)

MX

(kip-in)

MY

(kip-in)

MZ

(kip-in)

4 7:1.2DL + 1.6L -0.000 27.308 0.000 0.000 0.000 0.000

5 7:1.2DL + 1.6L 0.000 27.068 0.000 0.000 0.000 0.000



Beam Node L/C Fx

(kip)

Fy

(kip)

Fz

(kip)

Mx

(kip-in)

My

(kip-in)

Mz

(kip-in)

1 4 7:1.2DL + 1.6L -19.154 1.729 0.000 0.000 0.000 28.578

9 7:1.2DL + 1.6L 19.154 1.471 0.000 0.000 0.000 -20.808

2 5 7:1.2DL + 1.6L 2.306 1.185 0.000 0.000 0.000 56.612

3 7:1.2DL + 1.6L -2.306 -1.185 0.000 0.000 0.000 38.188

3 3 7:1.2DL + 1.6L 1.853 1.813 0.000 0.000 0.000 38.188

6 7:1.2DL + 1.6L -0.606 1.932 0.000 0.000 0.000 -45.656

4 1 7:1.2DL + 1.6L 31.654 1.996 0.000 0.000 0.000 49.013

7 7:1.2DL + 1.6L -32.902 1.749 0.000 0.000 0.000 -33.392

5 2 7:1.2DL + 1.6L 1.131 -0.816 0.000 0.000 0.000 -20.400

4 7:1.2DL + 1.6L -1.131 0.816 0.000 0.000 0.000 -28.578

6 6 7:1.2DL + 1.6L 24.752 2.516 0.000 0.000 0.000 45.656

1 7:1.2DL + 1.6L -23.057 2.569 0.000 0.000 0.000 -49.0137 7 7:1.2DL + 1.6L 19.551 1.915 0.000 0.000 0.000 33.392

8 7:1.2DL + 1.6L -20.799 1.830 0.000 0.000 0.000 -28.073

8 8 7:1.2DL + 1.6L 0.508 1.058 0.000 0.000 0.000 28.073

2 7:1.2DL + 1.6L -1.132 0.815 0.000 0.000 0.000 -20.400

9 4 7:1.2DL + 1.6L 30.561 0.000 0.000 0.000 0.000 0.000

8 7:1.2DL + 1.6L -30.561 -0.000 0.000 0.000 0.000 0.000

10 9 7:1.2DL + 1.6L -30.662 2.318 0.000 0.000 0.000 20.808

10 7:1.2DL + 1.6L 30.662 4.082 0.000 0.000 0.000 -126.705

11 8 7:1.2DL + 1.6L -15.293 -0.000 0.000 0.000 0.000 0.000


48/224


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 6 1


Calvin College

JPS 16-Mar-14 BLG




Beam Node L/C Fx

(kip)

Fy

(kip)

Fz

(kip)

Mx

(kip-in)

My

(kip-in)

Mz

(kip-in)

9 7:1.2DL + 1.6L 15.293 0.000 0.000 0.000 0.000 0.000

12 9 7:1.2DL + 1.6L 16.273 -0.000 0.000 0.000 0.000 0.000

7 7:1.2DL + 1.6L -16.273 0.000 0.000 0.000 0.000 0.000

13 10 7:1.2DL + 1.6L -25.621 6.446 0.000 0.000 0.000 126.705

11 7:1.2DL + 1.6L 25.621 6.354 0.000 0.000 0.000 -121.241

14 7 7:1.2DL + 1.6L -3.809 0.000 0.000 0.000 0.000 0.000

10 7:1.2DL + 1.6L 3.809 -0.000 0.000 0.000 0.000 0.000

15 10 7:1.2DL + 1.6L -8.399 -0.000 0.000 0.000 0.000 0.000

1 7:1.2DL + 1.6L 8.399 0.000 0.000 0.000 0.000 0.00016 11 7:1.2DL + 1.6L -25.621 3.802 0.000 0.000 0.000 121.241

12 7:1.2DL + 1.6L 25.621 2.598 0.000 0.000 0.000 -48.970

17 1 7:1.2DL + 1.6L -10.157 0.000 0.000 0.000 0.000 0.000

11 7:1.2DL + 1.6L 10.157 -0.000 0.000 0.000 0.000 0.000

18 5 7:1.2DL + 1.6L 30.405 -0.000 0.000 0.000 0.000 0.000

6 7:1.2DL + 1.6L -30.405 0.000 0.000 0.000 0.000 0.000

19 12 7:1.2DL + 1.6L -22.687 3.136 0.000 0.000 0.000 48.970

5 7:1.2DL + 1.6L 22.687 3.264 0.000 0.000 0.000 -56.612

20 6 7:1.2DL + 1.6L -9.645 -0.000 0.000 0.000 0.000 0.000

12 7:1.2DL + 1.6L 9.645 0.000 0.000 0.000 0.000 0.000

21 12 7:1.2DL + 1.6L 4.890 0.000 0.000 0.000 0.000 0.000

1 7:1.2DL + 1.6L -4.890 -0.000 0.000 0.000 0.000 0.000


Property

Design

Property

Actual

Ratio

Allowable

Ratio

Ratio

(Act./Allow.)

Clause L/C Ax

(in2)

Iz

(in4)

Iy

(in4)

Ix

(in

1 WT6X32.5 WT6X32.5 0.182 1.000 0.182 Eq. H1-1b 7 9.550 20.602 87.000 1

2 WT6X32.5 WT6X32.5 0.319 1.000 0.319 Eq. H1-1b 7 9.550 20.602 87.000 1

3 WT6X32.5 WT6X32.5 0.529 1.000 0.529 Eq. H1-1b 8 9.550 20.602 87.000 1

4 WT6X32.5 WT6X32.5 0.568 1.000 0.568 Eq. H1-1b 8 9.550 20.602 87.000 1

5 WT6X32.5 WT6X32.5 0.161 1.000 0.161 Eq. H1-1b 7 9.550 20.602 87.000 1

6 WT6X32.5 WT6X32.5 0.574 1.000 0.574 Eq. H1-1b 8 9.550 20.602 87.000 1

7 WT6X32.5 WT6X32.5 0.349 1.000 0.349 Eq. H1-1b 8 9.550 20.602 87.000 1


10 WT6X32.5 WT6X32.5 0.742 1.000 0.742 Eq. H1-1b 7 9.550 20.602 87.000 1

11 L35304 L35304LD 0.151 1.000 0.151 Eq. D2-1 7 3.126 3.827 4.533 0

12 L35304 L35304LD 0.542 1.000 0.542 Sec. E1 7 3.126 3.827 4.533 0

13 WT6X32.5 WT6X32.5 0.736 1.000 0.736 Eq. H1-1b 7 9.550 20.602 87.000 1

14 L35304 L35304LD 0.038 1.000 0.038 Eq. D2-1 7 3.126 3.827 4.533 0

15 L35304 L35304LD 0.083 1.000 0.083 Eq. D2-1 7 3.126 3.827 4.533 0

16 WT6X32.5 WT6X32.5 0.706 1.000 0.706 Eq. H1-1b 7 9.550 20.602 87.000 1

17 L35304 L35304LD 0.100 1.000 0.100 Eq. D2-1 7 3.126 3.827 4.533 0


49/224


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 7 1


Calvin College

JPS 16-Mar-14 BLG




Property

Design

Property

Actual

Ratio

Allowable

Ratio

Ratio

(Act./Allow.)

Clause L/C Ax

(in2)

Iz

(in4)

Iy

(in4)

Ix

(in

18 L35356 L35356LD 0.676 1.000 0.676 Sec. E1 7 4.968 5.730 10.829 0

19 WT6X32.5 WT6X32.5 0.342 1.000 0.342 Eq. H1-1b 7 9.550 20.602 87.000 1

20 L35304 L35304LD 0.095 1.000 0.095 Eq. D2-1 7 3.126 3.827 4.533 0

21 L35304 L35304LD 0.226 1.000 0.226 Sec. E1 7 3.126 3.827 4.533 0


50/224


51/224


52/224


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 1 1


Calvin College

JPS 16-Mar-14 BLG

08-Apr-2014 19:12EB Truss [30 ft Span].std



Name: JPS BLG


Comments










Type L/C Name


2

11

10

3

7

12

13

1

8

9

6

5

4

2


3

86

7

1


4

5

Load 1X

Y

Z



53/224


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 2 1


Calvin College

JPS 16-Mar-14 BLG



WT6X32.5

WT6X32.5

L35304LD

WT6X32.5

WT6X32.5

L35304LD

L35304LD

WT6X32.5

L35304LD

WT6X32.5

L35356LD

WT6X32.5

WT6X32.5

Load 1X

Y

Z



(ft)

Property ββββ

(degrees)1 1 6 10.000 1 0

2 2 3 6.660 1 0

3 3 7 10.541 1 0

4 4 5 10.540 1 0

5 5 1 10.000 1 0

6 1 4 16.664 3 0

7 6 8 10.000 1 0

8 4 6 13.330 2 0

9 7 4 10.541 1 0

10 2 7 14.139 2 0

11 8 2 10.000 1 0

12 7 8 9.995 2 0

13 8 4 16.664 2 0


54/224


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 3 1


Calvin College

JPS 16-Mar-14 BLG




1 ROOF DEAD LOAD

2 MECHANICAL DUCT

3 SNOW LOAD

4 SNOW DRIFT

5 CRANE LOAD

6 CROSS BEAM



6 CROSS BEAM 1.40


6 CROSS BEAM 1.20


5 CRANE LOAD 1.60

3 SNOW LOAD 0.50

4 SNOW DRIFT 0.50


6 CROSS BEAM 1.20

3 SNOW LOAD 1.604 SNOW DRIFT 1.60


5 CRANE LOAD 0.50


(ft)

Fb Db Ecc.

(ft)

3 UNI lbf/ft GY -220.000 - - - -

4 UNI lbf/ft GY -220.000 - - - -

9 UNI lbf/ft GY -220.000 - - - -


(ft)

Fb Db Ecc.

(ft)

1 UNI lbf/ft GY -400.000 - - - -

7 UNI lbf/ft GY -400.000 - - - -

11 UNI lbf/ft GY -400.000 - - - -


55/224


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 4 1


Calvin College

JPS 16-Mar-14 BLG




(ft)

Fb Db Ecc.

(ft)

3 UNI lbf/ft GY -221.000 - - - -

4 UNI lbf/ft GY -221.000 - - - -

9 UNI lbf/ft GY -221.000 - - - -


(ft)

Fb Db Ecc.

(ft)

9 UNI lbf/ft GY -268.000 - - - -


(ft)

Fb Db Ecc.

(ft)

1 CON kip GY -4.000 5.000 - - -

Node Loads : 6 CROSS BEAMNode FX

(kip)

FY

(kip)

FZ

(kip)

MX

(kip-in)

MY

(kip-in)

MZ

(kip-in)

4 - -7.600 - - - -

Reactions


Node L/C FX

(kip)

FY

(kip)

FZ

(kip)

MX

(kip-in)

MY

(kip-in)

MZ

(kip-in)

1 8:1.2DL + 1.6L -0.000 27.641 0.000 0.000 0.000 0.000

2 8:1.2DL + 1.6L 0.000 20.335 0.000 0.000 0.000 0.000


56/224


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 5 1


Calvin College

JPS 16-Mar-14 BLG





Beam Node L/C Fx

(kip)

Fy

(kip)

Fz

(kip)

Mx

(kip-in)

My

(kip-in)

Mz

(kip-in)

1 1 8:1.2DL + 1.6L -15.504 6.238 0.000 0.000 0.000 104.938

6 8:1.2DL + 1.6L 15.504 6.562 0.000 0.000 0.000 -124.382

2 2 8:1.2DL + 1.6L 2.322 1.205 0.000 0.000 0.000 57.367

3 8:1.2DL + 1.6L -2.322 -1.205 0.000 0.000 0.000 38.924

3 3 8:1.2DL + 1.6L 1.878 1.822 0.000 0.000 0.000 38.924

7 8:1.2DL + 1.6L -0.629 1.923 0.000 0.000 0.000 -45.319

4 4 8:1.2DL + 1.6L 0.726 1.841 0.000 0.000 0.000 43.516

5 8:1.2DL + 1.6L -1.974 1.904 0.000 0.000 0.000 -47.5515 5 8:1.2DL + 1.6L 2.430 -1.271 0.000 0.000 0.000 -47.551

1 8:1.2DL + 1.6L -2.430 1.271 0.000 0.000 0.000 -104.938

6 1 8:1.2DL + 1.6L 23.718 -0.000 0.000 0.000 0.000 0.000

4 8:1.2DL + 1.6L -23.718 0.000 0.000 0.000 0.000 0.000

7 6 8:1.2DL + 1.6L -15.504 3.844 0.000 0.000 0.000 124.382

8 8:1.2DL + 1.6L 15.504 2.556 0.000 0.000 0.000 -47.123

8 4 8:1.2DL + 1.6L -10.406 -0.000 0.000 0.000 0.000 0.000

6 8:1.2DL + 1.6L 10.406 0.000 0.000 0.000 0.000 0.000

9 7 8:1.2DL + 1.6L 17.655 2.557 0.000 0.000 0.000 45.319

4 8:1.2DL + 1.6L -15.959 2.528 0.000 0.000 0.000 -43.516

10 2 8:1.2DL + 1.6L 20.832 0.000 0.000 0.000 0.000 0.000

7 8:1.2DL + 1.6L -20.832 -0.000 0.000 0.000 0.000 0.000

11 8 8:1.2DL + 1.6L -15.939 3.115 0.000 0.000 0.000 47.1232 8:1.2DL + 1.6L 15.939 3.285 0.000 0.000 0.000 -57.367

12 7 8:1.2DL + 1.6L -5.091 -0.000 0.000 0.000 0.000 0.000

8 8:1.2DL + 1.6L 5.091 0.000 0.000 0.000 0.000 0.000

13 8 8:1.2DL + 1.6L -0.725 -0.000 0.000 0.000 0.000 0.000

4 8:1.2DL + 1.6L 0.725 0.000 0.000 0.000 0.000 0.000


Property

Design

Property

Actual

Ratio

Allowable

Ratio

Ratio

(Act./Allow.)

Clause L/C Ax

(in2)

Iz

(in4)

Iy

(in4)

Ix

(in

1 WT6X32.5 WT6X32.5 0.711 1.000 0.711 Eq. H1-1b 8 9.550 20.602 87.000 1

2 WT6X32.5 WT6X32.5 0.323 1.000 0.323 Eq. H1-1b 8 9.550 20.602 87.000 13 WT6X32.5 WT6X32.5 0.515 1.000 0.515 Eq. H1-1b 9 9.550 20.602 87.000 1

4 WT6X32.5 WT6X32.5 0.538 1.000 0.538 Eq. H1-1b 9 9.550 20.602 87.000 1

5 WT6X32.5 WT6X32.5 0.589 1.000 0.589 Eq. H1-1b 8 9.550 20.602 87.000 1

6 L35356 L35356LD 0.733 1.000 0.733 Sec. E1 8 4.968 5.730 10.829 0

7 WT6X32.5 WT6X32.5 0.711 1.000 0.711 Eq. H1-1b 8 9.550 20.602 87.000 1

8 L35304 L35304LD 0.103 1.000 0.103 Eq. D2-1 8 3.126 3.827 4.533 0

9 WT6X32.5 WT6X32.5 0.565 1.000 0.565 Eq. H1-1b 9 9.550 20.602 87.000 1

10 L35304 L35304LD 0.694 1.000 0.694 Sec. E1 8 3.126 3.827 4.533 0

11 WT6X32.5 WT6X32.5 0.338 1.000 0.338 Eq. H1-1b 8 9.550 20.602 87.000 1


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Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 6 1


Calvin College

JPS 16-Mar-14 BLG




Property

Design

Property

Actual

Ratio

Allowable

Ratio

Ratio

(Act./Allow.)

Clause L/C Ax

(in2)

Iz

(in4)

Iy

(in4)

Ix

(in

12 L35304 L35304LD 0.050 1.000 0.050 Eq. D2-1 8 3.126 3.827 4.533 0

13 L35304 L35304LD 0.096 1.000 0.096 Sec. E1 6 3.126 3.827 4.533 0


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Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 1 1


Calvin College

JPS 16-Mar-14 BLG




Name: JPS BLG


Comments










Type L/C Name



(ft)

Property ββββ

(degrees)

1 1 7 10.000 1 0

2 2 3 8.330 1 0

3 3 4 5.272 1 0

4 4 6 10.541 1 0

5 5 1 3.330 1 0

6 6 5 10.541 1 0

7 1 6 12.018 2 0

8 7 8 10.000 1 0

9 6 7 6.665 2 0

10 7 4 14.142 2 0

11 8 2 5.000 1 0

12 4 8 10.000 2 0

13 4 2 11.180 2 0


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Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 2 1


Calvin College

JPS 16-Mar-14 BLG



11

213

8

12

3

10

9

4

1

7

6

5

2X = FREEY = 28.163 kipZ = 0.000 kipMX = 0.000 kip-iMY = 0.000 kip-iMZ = FREE

8

3

7

4

6

1X = -0.000 kipY = 28.893 kipZ = 0.000 kipMX = FREEMY = FREEMZ = FREE

5

Load 8X

Y

Z



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Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 3 1


Calvin College

JPS 16-Mar-14 BLG



WT6X32.5

WT6X32.5

L35304LD

WT6X32.5

L35304LD

WT6X32.5

L35304LD

L35304LD

WT6X32.5

WT6X32.5

L35304LD

WT6X32.5

WT6X32.5

Load 1X

Y

Z



1 ROOF DEAD LOAD

2 MECHANICAL DUCT

3 SNOW LOAD

4 SNOW DRIFT

5 BEAM BEARING

6 TRUSS BEARING



5 BEAM BEARING 1.40

6 TRUSS BEARING 1.40


5 BEAM BEARING 1.20



3 SNOW LOAD 0.50

4 SNOW DRIFT 0.50


5 BEAM BEARING 1.20


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Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 4 1


Calvin College

JPS 16-Mar-14 BLG



Combination Load Cases Cont...Comb. Combination L/C Name Primary Primary L/C Name Factor


3 SNOW LOAD 1.60

4 SNOW DRIFT 1.60



(ft)

Fb Db Ecc.

(ft)

3 UNI lbf/ft GY -220.000 - - - -

4 UNI lbf/ft GY -220.000 - - - -

6 UNI lbf/ft GY -220.000 - - - -


(ft)

Fb Db Ecc.

(ft)

1 UNI lbf/ft GY -400.000 - - - -

8 UNI lbf/ft GY -400.000 - - - -

11 UNI lbf/ft GY -400.000 - - - -


(ft)

Fb Db Ecc.

(ft)

3 UNI lbf/ft GY -221.000 - - - -

4 UNI lbf/ft GY -221.000 - - - -

6 UNI lbf/ft GY -221.000 - - - -


(ft)

Fb Db Ecc.

(ft)

3 UNI lbf/ft GY -268.000 - - - -

Node Loads : 5 BEAM BEARINGNode FX

(kip)

FY

(kip)

FZ

(kip)

MX

(kip-in)

MY

(kip-in)

MZ

(kip-in)

4 - -5.000 - - - -


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Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 5 1


Calvin College

JPS 16-Mar-14 BLG



Node Loads : 6 TRUSS BEARINGNode FX

(kip)

FY

(kip)

FZ

(kip)

MX

(kip-in)

MY

(kip-in)

MZ

(kip-in)

6 - -20.400 - - - -

Reactions


Node L/C FX

(kip)

FY

(kip)

FZ

(kip)

MX

(kip-in)

MY

(kip-in)

MZ

(kip-in)

1 8:1.2DL + 1.6L -0.000 28.893 0.000 0.000 0.000 0.000

2 8:1.2DL + 1.6L 0.000 28.163 0.000 0.000 0.000 0.000



Beam Node L/C Fx

(kip)

Fy

(kip)

Fz

(kip)

Mx

(kip-in)

My

(kip-in)

Mz

(kip-in)

1 1 8:1.2DL + 1.6L -36.341 3.484 0.000 0.000 0.000 80.249

7 8:1.2DL + 1.6L 36.341 2.916 0.000 0.000 0.000 -46.159

2 2 8:1.2DL + 1.6L 1.069 0.327 0.000 0.000 0.000 16.787

3 8:1.2DL + 1.6L -1.069 -0.327 0.000 0.000 0.000 15.928

3 3 8:1.2DL + 1.6L 0.649 0.910 0.000 0.000 0.000 15.928

4 8:1.2DL + 1.6L 0.200 1.633 0.000 0.000 0.000 -38.7844 4 8:1.2DL + 1.6L 37.619 2.068 0.000 0.000 0.000 38.784

6 8:1.2DL + 1.6L -38.868 1.677 0.000 0.000 0.000 -14.083

5 5 8:1.2DL + 1.6L 3.643 -3.684 0.000 0.000 0.000 -66.970

1 8:1.2DL + 1.6L -3.643 3.684 0.000 0.000 0.000 -80.249

6 6 8:1.2DL + 1.6L 3.399 1.454 0.000 0.000 0.000 14.083

5 8:1.2DL + 1.6L -4.648 2.291 0.000 0.000 0.000 -66.970

7 1 8:1.2DL + 1.6L 39.246 0.000 0.000 0.000 0.000 0.000

6 8:1.2DL + 1.6L -39.246 -0.000 0.000 0.000 0.000 0.000

8 7 8:1.2DL + 1.6L -13.353 3.166 0.000 0.000 0.000 46.159

8 8:1.2DL + 1.6L 13.353 3.234 0.000 0.000 0.000 -50.215

9 6 8:1.2DL + 1.6L 16.906 -0.000 0.000 0.000 0.000 0.000

7 8:1.2DL + 1.6L -16.906 0.000 0.000 0.000 0.000 0.000

10 7 8:1.2DL + 1.6L -32.511 0.000 0.000 0.000 0.000 0.000

4 8:1.2DL + 1.6L 32.511 0.000 0.000 0.000 0.000 0.000

11 8 8:1.2DL + 1.6L -13.353 2.157 0.000 0.000 0.000 50.215

2 8:1.2DL + 1.6L 13.353 1.043 0.000 0.000 0.000 -16.787

12 4 8:1.2DL + 1.6L -5.391 0.000 0.000 0.000 0.000 0.000

8 8:1.2DL + 1.6L 5.391 -0.000 0.000 0.000 0.000 0.000

13 4 8:1.2DL + 1.6L 29.126 0.000 0.000 0.000 0.000 0.000

2 8:1.2DL + 1.6L -29.126 0.000 0.000 0.000 0.000 0.000


65/224


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 6 1


Calvin College

JPS 16-Mar-14 BLG




Property

Design

Property

Actual

Ratio

Allowable

Ratio

Ratio

(Act./Allow.)

Clause L/C Ax

(in2)

Iz

(in4)

Iy

(in4)

Ix

(in

1 WT6X32.5 WT6X32.5 0.490 1.000 0.490 Eq. H1-1b 8 9.550 20.602 87.000 1

2 WT6X32.5 WT6X32.5 0.095 1.000 0.095 Eq. H1-1b 8 9.550 20.602 87.000 1

3 WT6X32.5 WT6X32.5 0.342 1.000 0.342 Eq. H1-1b 9 9.550 20.602 87.000 1

4 WT6X32.5 WT6X32.5 0.411 1.000 0.411 Eq. H1-1b 9 9.550 20.602 87.000 1

5 WT6X32.5 WT6X32.5 0.452 1.000 0.452 Eq. H1-1b 8 9.550 20.602 87.000 1

6 WT6X32.5 WT6X32.5 0.457 1.000 0.457 Eq. H1-1b 9 9.550 20.602 87.000 1

7 L35304 L35304LD 0.948 1.000 0.948 Sec. E1 8 3.126 3.827 4.533 0

8 WT6X32.5 WT6X32.5 0.295 1.000 0.295 Eq. H1-1b 8 9.550 20.602 87.000 1

9 L35304 L35304LD 0.301 1.000 0.301 Sec. E4 7 3.126 3.827 4.533 0

10 L35304 L35304LD 0.321 1.000 0.321 Eq. D2-1 8 3.126 3.827 4.533 011 WT6X32.5 WT6X32.5 0.295 1.000 0.295 Eq. H1-1b 8 9.550 20.602 87.000 1

12 L35304 L35304LD 0.053 1.000 0.053 Eq. D2-1 8 3.126 3.827 4.533 0

13 L35304 L35304LD 0.624 1.000 0.624 Sec. E1 8 3.126 3.827 4.533 0


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Team Kendra Alte

Mitchell Fe

Bethany Goodri

Joel Sm

North Wall Beam and Column Design


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Team Kendra Alte

Mitchell Fe

Bethany Goodri

Joel Sm

RAM Structural Beam Design


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F l o o r M a p

R A M S

t e e l v 1 4 . 0 5 . 0 3

D a t a B a s e : E n g i n

e e r i n g B u i l d i n g E x p a n s i o n M e z

z a n i n e

0 4 / 0 5 / 1 4 1 7 : 1 5 : 0 7

B u i l d i n g C o d e : I

B C

S t e e l C o d e : A I S C 3 6 0 - 1 0 L R F D

A c a d e m i c L i c e n

s e . N o t F o r C o m m e r c i a l U s e .

F l o o r T y p e : M e z z a n i n e

2 3 4 5 6 7 8 9 9 . 5

1 0

W 2 7 x 1 4 6

W 1 0 x 2 2 W 8 x 1 0

W 8 x 1 0

W 8 x 1 0

W 8 x 1 0

W 1 0 x 2 2 W 8 x 1 0

W 8 x 1 0

W 8 x 1 0

W 8 x 1 0

W 1 0 x 2 2 W 8 x 1 0

W 8 x 1 0

W 8 x 1 0

W 8 x 1 0

W 1 0 x 2 2 W 8 x 1 0

W 8 x 1 0

W 8 x 1 0

W 8 x 1 0

W 8 x 1 0 W 8 x 1 0

W 1 0 x 1 2

W 1 0 x 1 2 W

2 4 x

9 4

W 2 4 x

6 8

W 8 x 1 0

W 8 x 1 0 W 1 8 x 3 5 W 1 4 x 2 2 W 8 x 1 0 W 8 x 1 0

W 8 x 1 0

W

1 0 x 1 2

W 8 x 1 0 W 8 x 1 0

W 1 8 x 3 5 W 1 4 x 2 2 W 8 x 1 0 W 8 x 1 0

W 8 x 1 0

W 8 x 1 0

W 8 x 1 0

W 1 0 x 1 2

W 1 0 x 1 2

W 1 8 x 3 5 W 1 4 x 2 2 W 8 x 1 0 W 8 x 1 0

W 1 8 x 3 5 W 1 4 x 2 2 W 8 x 1 0 W 8 x 1 0

W 1 6 x 2 6

W 8 x 1 0

W 1 4 x 2 2

W 1 4 x 2 2

W 1 4 x 2 2

W 1 6 x 2 6

W 1 4 x 2 2

W 1 4 x 2 2

W 1 4 x 2 2

W 1 6 x 2 6

W 1 4 x 2 2

W 1 4 x 2 2

W 1 4 x 2 2

W 1 8 x 3 5

W 1 2 x 1 9 W 8 x 1 0 W 1 6 x 3 1 W 8 x 1 0

W 8 x 1 0

W 8 x 1 0

W 1 2 x 1 9

W 8 x 1 3 W 1 2 x 1 9

W 1 2 x 1 9

W 1 6 x 2 6

W 1 6 x 2 6

W 1 6 x 2 6

W 1 6 x 2 6

W 1 6 x 2 6

W 1 6 x 2 6

W 1 2 x 1 9

W 1 8 x 3 5

W 8 x 1 0

W 8 x 1 0

W 1 2 x 1 9 W 8 x 1 0

W 1 2 x 1 9 W 8 x 1 0 W 8 x 1 0

W 8 x 1 0

W 1 2 x 1 9 W 8 x 1 0

W 1 2 x 1 9 W 8 x 1 0

W 1 8 x 3 5

W 8 x 1 0

W 8 x 1 0

W 1 2 x 1 9 W 8 x 1 0

W 1 2 x 1 9 W 8 x 1 0 W 8 x 1 0

W 8 x 1 0

W 1 2 x 1 9 W 8 x 1 0

W 1 2 x 1 9 W 8 x 1 0 W 1 2 x 1 4

W 8 x 1 0

W 8 x 1 0

W 1 2 x 1 9 W 8 x 1 0

W 8 x 1 0 W 1 2 x 1 4

W 8 x 1 0

W 8 x 1 0

W 1 2 x 1 9 W 8 x 1 0

W 8 x 1 0

W 1 2 x 1 9 W 8 x 1 0

W 1 2 x 1 9 W 8 x 1 0

W 1 2 x 1 9 W 8 x 1 0

W 1 4 x 2 2

W 1 4 x 2 2

W 1 4 x 2 2

W 8 x 1 0


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Team Kendra Alte

Mitchell Fe

Bethany Goodri

Joel Sm

Shear Wall Design


99/224


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103/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

8.(-9 :*670'.1 200)-(&'()*:*'#.*&'()*&+ ,)6# ,)7*-(+

/&0)*.1 ;?#+#&0# ;


104/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

8.(-9 :*670'.1 200)-(&'()*:*'#.*&'()*&+ ,)6# ,)7*-(+

/&0)*.1 ;?#+#&0# ;


105/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

8.(-9 :*670'.1 200)-(&'()*:*'#.*&'()*&+ ,)6# ,)7*-(+

/&0)*.1 ;?#+#&0# ;/4J, S


106/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

8.(-9 :*670'.1 200)-(&'()*:*'#.*&'()*&+ ,)6# ,)7*-(+

/&0)*.1 ;?#+#&0# ;


107/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

8.(-9 :*670'.1 200)-(&'()*:*'#.*&'()*&+ ,)6# ,)7*-(+

/&0)*.1 ;?#+#&0# ;


108/224


109/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

8.(-9 :*670'.1 200)-(&'()*:*'#.*&'()*&+ ,)6# ,)7*-(+

/&0)*.1 ;?#+#&0# ;9A / >9N(*A R >9A

L#&6 Z


110/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

8.(-9 :*670'.1 200)-(&'()*:*'#.*&'()*&+ ,)6# ,)7*-(+

/&0)*.1 ;?#+#&0# ;


111/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

8.(-9 :*670'.1 200)-(&'()*:*'#.*&'()*&+ ,)6# ,)7*-(+

/&0)*.1 ;?#+#&0# ;


112/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

8.(-9 :*670'.1 200)-(&'()*:*'#.*&'()*&+ ,)6# ,)7*-(+

/&0)*.1 ;?#+#&0# ;


113/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

8.(-9 :*670'.1 200)-(&'()*:*'#.*&'()*&+ ,)6# ,)7*-(+

/&0)*.1 ;?#+#&0# ;(*A

M#&6 II= = = = = = INR(D# = = = = = = IN

4)(+ = = = = = = IN

a+7(6 = = = = = = IN

3(*6 = = I= I= = = I\;

4#(0K(- = = = = = = IN

?))J = = = = = = IN

?&(* = = = = = = IN

4*)H II= = = = = = IN


114/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

8.(-9 :*670'.1 200)-(&'()*:*'#.*&'()*&+ ,)6# ,)7*-(+

/&0)*.1 ;?#+#&0# ;


115/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

8.(-9 :*670'.1 200)-(&'()*:*'#.*&'()*&+ ,)6# ,)7*-(+

/&0)*.1 ;?#+#&0# ;/4L, \4#-'()* \


116/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

8.(-9 :*670'.1 200)-(&'()*:*'#.*&'()*&+ ,)6# ,)7*-(+

/&0)*.1 ;?#+#&0# ;


117/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

8.(-9 :*670'.1 200)-(&'()*:*'#.*&'()*&+ ,)6# ,)7*-(+

/&0)*.1 ;?#+#&0# ;5&.'(&++1 F.)7'#6A

?#(*J).-#K#*' 4G&-(*F T NU


118/224


119/224

"#$%&'()*$+,& $($-*" .%' /%&/'*-* #&) /0#( "#$%&'(!"# %&'()*&+ ,)*-.#'# /&0)*.1 200)-(&'()*3#0'#.* 4'&'#0 ,+&1 5.)67-' 200)-(&'()*

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Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

2013.01 1 1


Calvin College

JPS 08-Apr-14 BLG

08-Apr-2014 15:52Steel Shear Wall System.



Name: JPS BLG

Date: 08-Apr-14

Comments

This is the model for the steel shear wall system for the north face of the expansion.


Number o

Documents

Engrowth Expansion Calculation Pages