For the "light manufacturing" structure shown in Figure 5.1, assume that the dead load con-sists of the reinforced concrete floor structure. The weight of the reinforced concrete can beTributary area for beam2020¹ 20(a) Plan10'(b) Section191.21110'FIGURE 5.1(a) Framing plan and (b) section for Example 5.12150 lb/ft3080 lb/ft↓↓20'20'Allowable stress design(a)Strength design(b)FIGURE 5.2Load diagrams for Example 5.1 using (a) allowable stress design and (b) strength designtaken as 150 pcf. Find the distributed "design" load on a typical beam for both strength desand allowable stress design.

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Load diagrams for Example 5.1 using (a) allowable stress design and (b) strength design taken as 150 pcf. Find the distributed "design" load on a typical beam for both strength de and allowable stress design.

Load diagrams for Example 5.1 using (a) allowable stress design and (b) strength design taken as 150 pcf. Find the distributed "design" load on a typical beam for both strength de and allowable stress design.

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

For the "light manufacturing" structure shown in Figure 5.1, assume that the dead load con-
sists of the reinforced concrete floor structure. The weight of the reinforced concrete can be
Tributary area for beam
20
20¹ 20
(a) Plan
10'
(b) Section
191.211
10'
FIGURE 5.1
(a) Framing plan and (b) section for Example 5.1
2150 lb/ft
3080 lb/ft
↓↓
20'
20'
Allowable stress design
(a)
Strength design
(b)
FIGURE 5.2
Load diagrams for Example 5.1 using (a) allowable stress design and (b) strength design
taken as 150 pcf. Find the distributed "design" load on a typical beam for both strength des
and allowable stress design.

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