Draw the stress envelops (shear and moment)for the beam below subjected to thefollowing loadsSFDWD= loku/mBMDSmDEAD LOADшно вклу/т8LINE LOAD20KN30kn-m-40k41RESULTS FROM SEISMIC ANALYSISWL₂=13PD=ISKN2mB-18 kN/m*-12KNGIS KN-MC

The simply supported overhang beam is shown in the above figure. It is subjected to different loads…

the stress envelops (shear and momen for the beam below subjected to the following loads SFD BMD Wo=10kw/m Sm A + DEAD LOAD Ww=6 kN/m G LINE LOAD 20KN 30 ku-m RESULTS FROM SEISMIC ANALYSIS -40kn PD=ISKN 13 2m WL2-18 KN B * -12kN 8 kN/m c 15 FN-M с

the stress envelops (shear and momen for the beam below subjected to the following loads SFD BMD Wo=10kw/m Sm A + DEAD LOAD Ww=6 kN/m G LINE LOAD 20KN 30 ku-m RESULTS FROM SEISMIC ANALYSIS -40kn PD=ISKN 13 2m WL2-18 KN B * -12kN 8 kN/m c 15 FN-M с

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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Concept explainers

Test for Determination of Shear Strength

The term shear strength is often associated with the soil. Shear strength is defined as the resistance to the deformation of soil particles due to the continuous action of shear stress. In short, shear strength is the maximum shear stress that a soil can sustain.

Question

Draw the stress envelops (shear and moment)
for the beam below subjected to the
following loads
SFD
WD= loku/m
BMD
Sm
DEAD LOAD
шно вклу/т
8
LINE LOAD
20KN
30kn-m
-40k41
RESULTS FROM SEISMIC ANALYSIS
WL₂=
13
PD=ISKN
2m
B
-18 kN/m
*
-12KN
G
IS KN-M
C

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