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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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