Problem 2Find the loading for the floor beams B-1 through B-5, and G-3 through G-5 of Problem 2 of Homework No.3.Include the live load reduction Note: Figures on this page are for Problem #212330'-0"24'-0"3 EQ. SP.3 EQ. SP.FG-1G-2В-3G-4G-3GI.NВ-8B-8B-9HPartial Framing PlanF123Roof3 rd2 nd1 stEast ElevationSouth Elevation15'-0" 12'-0" 12'-0"3 EQ. SP.G-5B-1G-5B-6H-H.B-51B-5B-7

A floor beam is a huge pillar, normally steel, that traverses the width of a house at the middle and…

Answered: Problem 2 Find the loading for the…

Problem 2 Find the loading for the floor beams B-1 through B-5, and G-3 through G-5 of Problem 2 of Homework No.3. Include the live load reduction

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

Problem 2
Find the loading for the floor beams B-1 through B-5, and G-3 through G-5 of Problem 2 of Homework No.3.
Include the live load reduction

Note: Figures on this page are for Problem #2
1
2
3
30'-0"
24'-0"
3 EQ. SP.
3 EQ. SP.
F
G-1
G-2
В-3
G-4
G-3
G
I.
N
В-8
B-8
B-9
H
Partial Framing Plan
F
1
2
3
Roof
3 rd
2 nd
1 st
East Elevation
South Elevation
15'-0" 12'-0" 12'-0"
3 EQ. SP.
G-5
B-1
G-5
B-6
H-
H.
B-5
1
B-5
B-7

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