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W36 X 160. Include self-weight. Solve for Fb, Fv, and max. deflection. Also added a sheet I have been using  Thank you

W36 X 160. Include self-weight. Solve for Fb, Fv, and max. deflection. Also added a sheet I have been using  Thank you

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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W36 X 160. Include self-weight. Solve for Fb, Fv, and max. deflection.

Also added a sheet I have been using 

Thank you

ملا کیا د/۱۷ کا ا 2 3k 8' 4K لا 8' را w 5' 1* 2* را اما یا
Transcribed Image Text:ملا کیا د/۱۷ کا ا 2 3k 8' 4K لا 8' را w 5' 1* 2* را اما یا
↑ 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 M = wl² P 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 Wet 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 M = wl² P 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 Wet Pat Pil + 4 A = 180 me ² EIX R=V REV E-MODULUS OF ELASTICITY E = 29000 ksi
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