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Two steel plates (A572, Fy = 50 ksi) are welded together to form an inverted T-beam. Determine the maximum bending stress developed. Also determine the maximum shear stress at the neutral axis of the cross-section and at the intersection

Two steel plates (A572, Fy = 50 ksi) are welded together to form an inverted T-beam. Determine the maximum bending stress developed. Also determine the maximum shear stress at the neutral axis of the cross-section and at the intersection

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Two steel plates (A572, Fy = 50 ksi) are welded together to form an inverted T-beam. Determine the maximum bending stress developed. Also determine the maximum shear stress at the neutral axis of the cross-section and at the intersection where the stem joins the flange. Ignore the weight of the steel plates.

X N.A. y lx = 113.2 in.4 5.93" 3.07" "x 8" STEEL PLATE -WELD (EA. SIDE) CIXC STEEL PLATE A +0 51 S 5k 5' 6.25k +6.25k 5k lo! 10' +1.25k +31.25k-ft. 10k 5' +43.75k-ft B 8.75k -8.75k 'M'
Transcribed Image Text:X N.A. y lx = 113.2 in.4 5.93" 3.07" "x 8" STEEL PLATE -WELD (EA. SIDE) CIXC STEEL PLATE A +0 51 S 5k 5' 6.25k +6.25k 5k lo! 10' +1.25k +31.25k-ft. 10k 5' +43.75k-ft B 8.75k -8.75k 'M'
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