4. Select the lightest W14 section available to support service tensile loads Po = 445KN and P = 667 kN. The member is to be 6m long and is assumed to have two lines of 20- mm bolts in each flange (3 in a line 100 mm on center). Use LRFD method. Fy = 350 MPa, and Fu = 450 MPa. Neglect block shear. %3D e006@yahoo.com ahoo.com.p celacrron com.ph delacruronnie006@yah 100mm 100mm rahoo.com.ph

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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steel design

4. Select the lightest W14 section available to support service tensile loads Po = 445KN
and P = 667 kN. The member is to be 6m long and is assumed to have two lines of 20-
mm bolts in each flange (3 in a line 100 mm on center). Use LRFD method. Fy = 350
MPa, and Fu = 450 MPa. Neglect block shear.
%3D
hie006@yahoo.cOm
%3D
Wahoo.com.p
lelac on
.com.ph
delacrupronnie006@yahoo
100mm 100mm
D96@yahoo
e006@yahoo.com.ph
Transcribed Image Text:4. Select the lightest W14 section available to support service tensile loads Po = 445KN and P = 667 kN. The member is to be 6m long and is assumed to have two lines of 20- mm bolts in each flange (3 in a line 100 mm on center). Use LRFD method. Fy = 350 MPa, and Fu = 450 MPa. Neglect block shear. %3D hie006@yahoo.cOm %3D Wahoo.com.p lelac on .com.ph delacrupronnie006@yahoo 100mm 100mm D96@yahoo e006@yahoo.com.ph
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