fpandf live)H.w.2 Find the makimun Service loads That thebeam shown below. can Carry ; if f= 30 Nfna 400 NIma? ,the ratio of Live load to Dead load%3Dis "2 (2), Neglect beam self weight if:%3DO As = 200u mn?As = 3000un?200 mmw: ?Ilo0A>300L:4 m100400

We will find the maximum service load (dead and live) according to ACI-18 in the steps as given…

Neglect beam sel f weight,if: fpcad of live) H,w.2 Find the makimum Service loads That the beam shown below: Can Carry ; if f= 30 N the ratio o f Live load to Dead load = 400 Nlma? is 2 (능- 2) O As = 200o mn? As= 300oun? 200mm W= ? Ilo0 A> 300 L:4 m %in 100 400

Neglect beam sel f weight,if: fpcad of live) H,w.2 Find the makimum Service loads That the beam shown below: Can Carry ; if f= 30 N the ratio o f Live load to Dead load = 400 Nlma? is 2 (능- 2) O As = 200o mn? As= 300oun? 200mm W= ? Ilo0 A> 300 L:4 m %in 100 400

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

fpandf live)
H.w.2 Find the makimun Service loads That the
beam shown below. can Carry ; if f= 30 N
fna 400 NIma? ,the ratio of Live load to Dead load
%3D
is "2 (2), Neglect beam self weight if:
%3D
O As = 200u mn?
As = 3000un?
200 mm
w: ?
Ilo0
A>
300
L:4 m
100
400

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