Q.2 The simply supported steel beam shown in Fig. 2 has a span of s 24 ft. with flange having full lateral restrained from a concrete slab. The uniformly distributed applied dead load D = 1.0 kip/ft and two concentrated live loads PL = 20 kips each acts as shown in the Figure. Using the relevant Design Tables Select a suitable A992 steel (Fy = 50 ksi) W- section to satisfy LRFD Design: P₁= 20 kips 8 ft. 24 ft. FIG. 2 P₁ = 20 kips ↓ a) Strength Design (Flexure and Shear) b) Serviceability (Deflection) k 8 ft. WD = 1.0 kips/ft 38

Q.2 The simply supported steel beam shown in Fig. 2 has a span of s 24 ft. with flange having full lateral restrained from a concrete slab. The uniformly distributed applied dead load D = 1.0 kip/ft and two concentrated live loads PL = 20 kips each acts as shown in the Figure. Using the relevant Design Tables Select a suitable A992 steel (Fy = 50 ksi) W- section to satisfy LRFD Design: P₁= 20 kips 8 ft. 24 ft. FIG. 2 P₁ = 20 kips ↓ a) Strength Design (Flexure and Shear) b) Serviceability (Deflection) k 8 ft. WD = 1.0 kips/ft 38

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

Properties of materials

A property of a material describes its characteristics and distinguishes it from the others. The material properties are described it in terms of its hardness, color, appearances, and so on. The material properties generally depend on the type of material, or whether it is a metal or an alloy. There are different kinds of material properties such as mechanical properties, thermal properties, physical properties, and chemical properties. Chemical properties describe the material in terms of a chemical change. The mechanical properties come into existence when the material is acted upon by an external load. Thermal properties are associated with the temperature of the material and specific heat.

Question

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Q.2 The simply supported steel beam shown in Fig. 2 has a span of s 24 ft. with flange having
full lateral restrained from a concrete slab. The uniformly distributed applied dead load D =
1.0 kip/ft and two concentrated live loads PL = 20 kips each acts as shown in the Figure.
Using the relevant Design Tables Select a suitable A992 steel (Fy = 50 ksi) W- section to
satisfy
LRFD
Design:
P₁=20 kips
8 ft.
24 ft.
P₁ = 20 kips
↓
FIG. 2
a) Strength Design (Flexure and Shear)
b) Serviceability (Deflection)
k
8 ft.
WD = 1.0 kips/ft
3

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