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2k ↓ 3' n Hu 3k ↓ 5' UT 3t ↓ 5' 2x ↓ W w=14/f w 24*84. Find A. Include self-weight.

2k ↓ 3' n Hu 3k ↓ 5' UT 3t ↓ 5' 2x ↓ W w=14/f w 24*84. Find A. Include self-weight.

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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2k ↓ 3' 5' 31 Hu 3k 5' ↓ 3k ↓ 5' EN, W=14/f+ w 24*84. Find A. Include self-weight.
Transcribed Image Text:2k ↓ 3' 5' 31 Hu 3k 5' ↓ 3k ↓ 5' EN, W=14/f+ w 24*84. Find A. Include self-weight.
↑ R=V R=√ R=v = wl 2 1/2 m=we² wee 8 쁠 W l R-V. W. + 올 Fb = m P m = wl² + ll wez 8 4 BENDING STRESS Sx 2/2 R=V R=V 1/2 1 R = V = P/₂ m = Pl 4 P * I af P m=we² W weet l R=√ R=V= we +P Fv=V 2/2 Pa dtw * SHEAR STRESS R=V P a 2 =√ R=V a R=V = P m = Pa P P₁ H af 212 die R=√ R=V= wh W / + P + + P 2 P DEFLECTION CL. P Mr wel, Pat Pil + 4 A = 180 me ² EIX R=V REV E-MODULUS OF ELASTICITY E = 29000 ksi
Transcribed Image Text:↑ R=V R=√ R=v = wl 2 1/2 m=we² wee 8 쁠 W l R-V. W. + 올 Fb = m P m = wl² + ll wez 8 4 BENDING STRESS Sx 2/2 R=V R=V 1/2 1 R = V = P/₂ m = Pl 4 P * I af P m=we² W weet l R=√ R=V= we +P Fv=V 2/2 Pa dtw * SHEAR STRESS R=V P a 2 =√ R=V a R=V = P m = Pa P P₁ H af 212 die R=√ R=V= wh W / + P + + P 2 P DEFLECTION CL. P Mr wel, Pat Pil + 4 A = 180 me ² EIX R=V REV E-MODULUS OF ELASTICITY E = 29000 ksi
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