A beam with S = 1,050 x 103 mm³, carries uniformly distributedload W1 and a concentrated load P1. Determine loads Wand P if the flexural stress is limited to “X" MPa.SETW1,P1, kNL1, mL2=L3, m o (“X"),LN/m.MPaВ3WW31145L13.L35.L2

Given Flexural stress, σmax=145 Nmm2Sectional modulus,…

A beam with S = 1,050 x 103 mm3, carries uniformly distributed load W1 and a concentrated load P1. Determine loads W %3D and P if the flexural stress is limited to “X" MPa. SET Wi, P1, kN L1, m L2=L3, m o (“X"), LN/m MPa В 3W W 1 145 L1 L2 L3 5.

A beam with S = 1,050 x 103 mm3, carries uniformly distributed load W1 and a concentrated load P1. Determine loads W %3D and P if the flexural stress is limited to “X" MPa. SET Wi, P1, kN L1, m L2=L3, m o (“X"), LN/m MPa В 3W W 1 145 L1 L2 L3 5.

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

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

A beam with S = 1,050 x 103 mm³, carries uniformly distributed
load W1 and a concentrated load P1. Determine loads W
and P if the flexural stress is limited to “X" MPa.
SET
W1,
P1, kN
L1, m
L2=L3, m o (“X"),
LN/m.
MPa
В
3W
W
3
1
145
L1
3.
L3
5.
L2

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