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Q2) For the cantilever beam shown below. Draw the shear force diagram and design the beam for shear accordingly. The beam is subjected to concentrated dead load (P), and uniformly distributed (DL) and (LL). The self-weight is included in the dead load, (usc two legs stirrups Ø10 and take fe-30MPA, fyt 420MPA). h-400 +5n (mm) DL & LL P 60 + 0.5n (kN) h-65 DL = 22 +0.5 n (kN/m) LL 15+0.5 n (kN/m) 5.0m 350 n=13

Q2) For the cantilever beam shown below. Draw the shear force diagram and design the beam for shear accordingly. The beam is subjected to concentrated dead load (P), and uniformly distributed (DL) and (LL). The self-weight is included in the dead load, (usc two legs stirrups Ø10 and take fe-30MPA, fyt 420MPA). h-400 +5n (mm) DL & LL P 60 + 0.5n (kN) h-65 DL = 22 +0.5 n (kN/m) LL 15+0.5 n (kN/m) 5.0m 350 n=13

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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Q2) For the cantilever beam shown below. Draw the shear force diagram and design the beam for shear accordingly. The beam is subjected to concentrated dead load (P), and uniformly distributed (DL) and (LL). The self-weight is included in the dead load, (use two legs stirrups ø10 and take fe-30MPA, fyt-420MPA). h= 400 +5 n (mm) DL & LL P= 60 + 0.5n (kN) h-65 DL = 22 + 0.5n (kN/m) LL = 15+ 0.5n (kN/m) 5.0m 350 n=13
Transcribed Image Text:Q2) For the cantilever beam shown below. Draw the shear force diagram and design the beam for shear accordingly. The beam is subjected to concentrated dead load (P), and uniformly distributed (DL) and (LL). The self-weight is included in the dead load, (use two legs stirrups ø10 and take fe-30MPA, fyt-420MPA). h= 400 +5 n (mm) DL & LL P= 60 + 0.5n (kN) h-65 DL = 22 + 0.5n (kN/m) LL = 15+ 0.5n (kN/m) 5.0m 350 n=13
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