ANALY2E THE STATICALLY INDETERMINATE BEAM SHOWN BY THE METHOD DRAW SHELF AND BENDING MOMENT DIAGRAM A a = lott W=2k/# P=30k ↓ L=18pt 6=8ft B SLOPE DEFLECTION

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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ANALY 2 THE STATICALLY
METHOD DRAW SHEAP AND BENDING MOMENT
INDETERMINATE BEAM SHOWN BY TA E
DIAGRAM
A
@= 10tt
W=2k/#
~!
P=30k
↓
L=18pt
b=8ft
SLOPE DEFLECTION
Transcribed Image Text:ANALY 2 THE STATICALLY METHOD DRAW SHEAP AND BENDING MOMENT INDETERMINATE BEAM SHOWN BY TA E DIAGRAM A @= 10tt W=2k/# ~! P=30k ↓ L=18pt b=8ft SLOPE DEFLECTION
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