A 5.0m simple beam supports the given floor loadsWu and a concentrated load Pu due to the walltransverse to the given beam. Answer the followingquestions given the sections of the beam.2.0 m| P₁ = 45 KNW₁ = 44.24 kN/m3.0 ma.b.3-2006-200350mm by 400mmf'c-35 MPafy=415 MP..Ps= 10 mmconc. cover= 40mm250mm by 400mmf'c-21 MPafy=415 MPaPs= 10 mmconc. cover= 40mm Solve the following problems completely and neatly.Use 3 decimal places in all your computationsexcept for strain and rho(5 decimal places).Calculate the stress in the steel of the section inPART B in MPa.0

Given:- 5.0 m simple beamPu=45kNwu=44.24kN/mspan=5.0mTo find:-stress in steel

Answered: A 5.0m simple beam supports the given…

A 5.0m simple beam supports the given floor loads Wu and a concentrated load Pu due to the wall transverse to the given beam. Answer the following questions given the sections of the beam.

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

Advanced Framing Techniques

In construction engineering, framing means joining together pieces of members to build a whole structure. Framing is the step where the construction project starts taking its shape. Wood, engineered wood, and structural steel are some of the framing materials used in construction. The framing technique is divided into two types, lightweight framing, and heavyweight framing. In the heavyweight framing, the vertical supports are few, and the size and weight of the pieces to be used are more like timber framing, pole building framing, and steel framing. Lightweight framing has several smaller size vertical pieces like a balloon, platform, and light-steel framing.

Question

A 5.0m simple beam supports the given floor loads
Wu and a concentrated load Pu due to the wall
transverse to the given beam. Answer the following
questions given the sections of the beam.
2.0 m
| P₁ = 45 KN
W₁ = 44.24 kN/m
3.0 m
a.
b.
3-200
6-200
350mm by 400mm
f'c-35 MPa
fy=415 MP..
Ps= 10 mm
conc. cover= 40mm
250mm by 400mm
f'c-21 MPa
fy=415 MPa
Ps= 10 mm
conc. cover= 40mm

Solve the following problems completely and neatly.
Use 3 decimal places in all your computations
except for strain and rho(5 decimal places).
Calculate the stress in the steel of the section in
PART B in MPa.0

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