8/13/2019 Steel Column Capacity Checks

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Steel Section Properties

A 14.6 in2

rx= (Ix/ y) 5.18 inry= (Iy/ y) 1.96 in

L 20 ft

k 1.0

fy 36 ksi

E 29000 ksi

P 275 kips

Pcrx 1947.2 kip

Pcry 278.8 kip

cx 0.52

cy 1.37

fcrx 32.154

fcry 16.353

cPn (X) 399.03 kips Safe cPn (Y) 202.94 kips Fail

Capacity of Column (X-Axis)

Capacity of Column (Y-Axis)

Area of Section

Radius of Gyration (X-Axis)

Unsupported Length of Column

Support Condition Factor

Steel Yield Strength

Modulus of Elasticity

Radius of Gyration (Y-Axis)

Doc. No.

0

DRI STORAGE SHED DESIGN FOR TSML

ANCHOR BOLTS DESIGN CHECK FOR F1/C1

ADEQUACY OF STEEL COLUMN (AISC)

PREP. BY: REVD. BY: APPRD. BY:

IUS

P1207-CAL-C501

Project No. P1207

Date

MUA Revision

PROJECT

TITILE

December 18, 2013

AT

Critical Load (X-Direction)

Applied Load

Critical Load (Y-Direction)