LOAD CALCULATIONS PROJECT :- JOB NO.: DESIGNED BY:

RASAL KHEMA DATE: 20-Mar-07 CHECKED BY:

BUILDING DESCRIPTIONSLENGTH, L (m) 50.000WIDTH, W (m) 34.300EAVE HEIGHT (m) 8.500ROOF SLOPE 6.000BAY AVERAGE (m) 8.000 AEND WALL 6.900 l/w=CATEGORY 2CLASS CATEGORY CLOADINGS:IMPOSED LOAD (kN/m²) 0.60DEAD LOAD (kN/m²) 0.20WIND LOAD, V (m/s) 45.00 CP3:Ch.V:Part 2:1972

S1 1.00S2 0.791 Cpe h/w=S3 1.00

35.60q=0.613Vs² 0.78

Cpi = 0.20 A H L B C DCpe 0.70 -0.96 -0.40 -0.25 -0.60 -0.60

Cpe-Cpi 0.50 -1.16 -0.60 -0.45 -0.80 -0.803.110 -7.210 -3.730 -2.800 -4.290 -4.290

Cpi = 0.20 A H L B C DCpe -0.25 -0.40 -0.96 0.70 -0.60 -0.60

Cpe-Cpi -0.45 -0.60 -1.16 0.50 -0.80 -0.80-2.800 -3.730 -7.210 3.110 -4.290 -4.290

Cpi = -0.30 A H L B C DCpe 0.70 -0.96 -0.40 -0.25 -0.60 -0.60

Cpe-Cpi 1.00 -0.66 -0.10 0.05 -0.30 -0.306.220 -4.110 -0.630 0.320 -1.610 -1.610

Cpi = -0.30 A H L B C DCpe -0.25 -0.40 -0.96 0.70 -0.60 -0.60

Cpe-Cpi 0.05 -0.10 -0.66 1.00 -0.30 -0.300.320 -0.630 -4.110 6.220 -1.610 -1.610

Cpi = 0.20 A H L B C DCpe -0.50 -1.00 -1.00 -0.50 0.70 -0.10

Cpe-Cpi -0.70 -1.20 -1.20 -0.70 0.50 -0.30-4.350 -7.460 -7.460 -4.350 2.680 -1.610

Cpi = -0.30 A H L B C DCpe -0.50 -1.00 -1.00 -0.50 0.70 -0.10

Cpe-Cpi -0.20 -0.70 -0.70 -0.20 1.00 0.20-1.250 -4.350 -4.350 -1.250 5.360 1.080

IMPOSED LOAD, LL (kN/m) 4.80

DEAD LOAD, DL (kN/m) 1.60

Vs=V.S1.S2.S3

WIND LOAD (=0)

W=qx(Cpe-Cpi)xbay, kN/m

WIND LOAD (=180)

W=qx(Cpe-Cpi)xbay, kN/m

WIND LOAD (=0)

W=qx(Cpe-Cpi)xbay, kN/m

WIND LOAD (=180)

W=qx(Cpe-Cpi)xbay, kN/m

WIND LOAD (=90)

W=qx(Cpe-Cpi)xbay, kN/m

WIND LOAD (=90)

W=qx(Cpe-Cpi)xbay, kN/m

Wind

B

C

H L

A

D

L

hCpi

W

1.46

0.25

D-0.60-0.80-4.290

D-0.60-0.80-4.290

D-0.60-0.30-1.610

D-0.60-0.30-1.610

D-0.10-0.30-1.610

D-0.100.201.080

H S25 0.700

8.50 0.79110 0.830

Ø Cpe (H) Cpe (L)5 -0.90 -0.40

6.00 -0.96 -0.4010 -1.20 -0.40

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