AAssignment 1@p=1.5 k/ft@=2.0 k/ft20 ftf=5,000 psif₂ = 60,000 psiIncluding beam weightBPD=5 kP₁= 8 k8 fthDesign Beam ABC:The beam carries the concentrated loads atthe end of the overhang and the distributedloads across the span as shown

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A Assignment 1 @p=1.5 k/ft @=2.0 k/ft 20 ft f=5,000 psi f₂ = 60,000 psi Including beam weight B PD=5 k PL=8 k 8 ft b h Design Beam ABC: The beam carries the concentrated loads at the end of the overhang and the distributed loads across the span as shown

A Assignment 1 @p=1.5 k/ft @=2.0 k/ft 20 ft f=5,000 psi f₂ = 60,000 psi Including beam weight B PD=5 k PL=8 k 8 ft b h Design Beam ABC: The beam carries the concentrated loads at the end of the overhang and the distributed loads across the span as shown

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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Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

A
Assignment 1
@p=1.5 k/ft
@=2.0 k/ft
20 ft
f=5,000 psi
f₂ = 60,000 psi
Including beam weight
B
PD=5 k
P₁= 8 k
8 ft
h
Design Beam ABC:
The beam carries the concentrated loads at
the end of the overhang and the distributed
loads across the span as shown

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