8-41. Specify a suitable wide-flange beam to be made from ASTM A992 structural steel to carry the load shown in Figure P8-41 based on the design stress in bending. Then, for the beam selected, compute the shearing stress from the web shear formula and compare it with the design shear stress. NGUZE PS-30 nit 8 ft 15 K 4 K/ft at 8.1 8 ft 12 K | 4 ft 2A-6438008 21 [(d))-A xibrag | jpansio busbrate noiteose A causnimulé 29 ari ni mworla bool sritys of botiga d tast agies s

8-41. Specify a suitable wide-flange beam to be made from ASTM A992 structural steel to carry the load shown in Figure P8-41 based on the design stress in bending. Then, for the beam selected, compute the shearing stress from the web shear formula and compare it with the design shear stress. NGUZE PS-30 nit 8 ft 15 K 4 K/ft at 8.1 8 ft 12 K | 4 ft 2A-6438008 21 [(d))-A xibrag | jpansio busbrate noiteose A causnimulé 29 ari ni mworla bool sritys of botiga d tast agies s

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Question

8-41. Specify a suitable wide-flange beam to be made from ASTM A992
structural steel to carry the load shown in Figure P8-41 based on
the design stress in bending. Then, for the beam selected, compute
the shearing stress from the web shear formula and compare it
with the design shear stress.
8 ft
15 K
4 K/ft
8 ft
12 K
| 4 ft
2A-6439UOR
ai [(d))-A xibraglisanslo busbriste noitshoseA munimula
29 ate ni mworla baol erli ve
of bodipuga ed el
tosi ngjash

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Step 1: determine reaction forces

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Step 2: bending movement at different sections

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