The beam is subjected to a shear of V = 13.5 kN. Set w = 125 mm. (Figure 1) Part A Determine the web's shear stress at A. Express your answer to three significant figures and include the appropriate units. HA igure 1 of 1> Value Units 200 mm Submit Request Answer 30 mm Part B 25 mm Determine the web's shear stress at B. Express your answer to three significant figures and include the appropriate units. 250 mm HẢ 30 mm Value Units

The beam is subjected to a shear of V = 13.5 kN. Set w = 125 mm. (Figure 1) Part A Determine the web's shear stress at A. Express your answer to three significant figures and include the appropriate units. HA igure 1 of 1> Value Units 200 mm Submit Request Answer 30 mm Part B 25 mm Determine the web's shear stress at B. Express your answer to three significant figures and include the appropriate units. 250 mm HẢ 30 mm Value Units

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

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

The beam is subjected to a shear of V = 13.5 kN. Set
w = 125 mm. (Figure 1)
Part A
Determine the web's shear stress at A.
Express your answer to three significant figures and include the appropriate units.
HA
igure
1 of 1>
Value
Units
200 mm
Submit
Request Answer
30 mm
Part B
25 mm
Determine the web's shear stress at B.
Express your answer to three significant figures and include the appropriate units.
250 mm
HẢ
30 mm
Value
Units

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The rectangular plate is deformed into the shape shown by the dashed lines. Calculate the average normal strain along diagonal AC. and The average shear strain at corner A relative to the x,y axes.
1. Two A36 16mm thick steel plates are connected by four rivets shown. 1:11 Pu a. Calculate design strength in KN considering tension failure on gross section yielding. b. Calculate design strength in KN considering tension failure on net section fracture. c. Calculate design strength in KN considering block shear rupture. f. Calculate the ultimate safe load "P" in KN. Given: 500 X =175mm Rivet Dia.=20mm Y=200mm Fy=248Mpa Fu=40 Mpa Bolt Dia.=22mm
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Please answer. Thank you♥️