24 ft PL Po-200k PL -400k PD-200k - 400k Fixed end W14x132 A992 Steel @=? k/ft Fixed end The fixed-fixed-ends beam column shown is made of a W14x132 section of A992 steel. Bending is about the strong axis. If lateral support is provided only at both ends, what is the maximum permissible value of @u, an ultimate distributed lateral load?

24 ft PL Po-200k PL -400k PD-200k - 400k Fixed end W14x132 A992 Steel @=? k/ft Fixed end The fixed-fixed-ends beam column shown is made of a W14x132 section of A992 steel. Bending is about the strong axis. If lateral support is provided only at both ends, what is the maximum permissible value of @u, an ultimate distributed lateral load?

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

Types and properties of steel

Steel is an alloy of iron. It is formed by heating iron and combining carbon (0.1-1.7%) with it and minor amounts of other elements such sulfur, chromium, manganese, nickel, etc. Thousands of steel grades have been published, registered, or regulated around the world, each with its chemical composition, and special numbering systems have been devised in various countries to classify the vast number of alloys.

Question

only HANDWRITTEN answer needed ( NOT TYPED)

24 ft
Po-200k
400k
PD=200k
PL=400k
Fixed end
W14x132
A992 Steel
= ? k/ft
@₁ =
Fixed end
The fixed-fixed-ends beam column
shown is made of a W14x132 section
of A992 steel. Bending is about the
strong axis. If lateral support is
provided only at both ends, what is
the maximum permissible value of
@u, an ultimate distributed lateral
load?

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Step 1: Given Data

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Step 2: Moments

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Step 3: Calculation of Cb (Bending coefficient )

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Step 4: Calculation of Mux

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Step 5: AISC table 6-2

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Step 6: Strength of beam

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Step 7: Calculation of w(u)

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