l = 20'0" w = 2 kips / ft Beam: W21 x 50 FIND: - Maximum Shear - Maximum Moment - Maximum Deflection

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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l = 20'0" 

w = 2 kips / ft

Beam: W21 x 50

 

FIND:

- Maximum Shear

- Maximum Moment

- Maximum Deflection

-The stress due to bending and shear stress in the web.

8. BEAM FIXED AT ONE END, SUPPORTED AT OTHER: UNIFORMLY DISTRIBUTED LOAD
3wl
wl
R = V1
R2
R2 = V2 max
5wl
8
= R- wx
wl2
Shear
V2
M mаx.
%3D
M (at x =)-
9.
wl2
8.
tx%3D
128
M
4
wx2
Moment
M max
Mx.
= Rjx
V33) = 0.42151)
w14
Amax (at x = (1 +
185EI
WX
(13 – 3lx2 + 2x3)
48EI
II
Transcribed Image Text:8. BEAM FIXED AT ONE END, SUPPORTED AT OTHER: UNIFORMLY DISTRIBUTED LOAD 3wl wl R = V1 R2 R2 = V2 max 5wl 8 = R- wx wl2 Shear V2 M mаx. %3D M (at x =)- 9. wl2 8. tx%3D 128 M 4 wx2 Moment M max Mx. = Rjx V33) = 0.42151) w14 Amax (at x = (1 + 185EI WX (13 – 3lx2 + 2x3) 48EI II
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