2. The diameter of a circular-cross-section beam is 18 cm. As illustrated in Fig. 2, it is simply supported at both ends and loaded by two concentrated loads of 80 kN each that are applied 90 cm from the ends of the beam (a). Identify the beam's maximum bending stress. 90 cm ↑ 80 KN 80 KN M (a) (b) 80 KN 90 cm N.A. 80 KN 72 kN-m B x

2. The diameter of a circular-cross-section beam is 18 cm. As illustrated in Fig. 2, it is simply supported at both ends and loaded by two concentrated loads of 80 kN each that are applied 90 cm from the ends of the beam (a). Identify the beam's maximum bending stress. 90 cm ↑ 80 KN 80 KN M (a) (b) 80 KN 90 cm N.A. 80 KN 72 kN-m B x

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A rigid beam is being supported by three suspender bars made of bronze and loaded as shown in the figure. The cross-sectional area of each bar is 465 mm². Determine the average axial stress in each bar. 85 kN 56 kN 2 m D 1m 1 m E 1m 1m F LL
The front-axle beam of a motor vehicle carries the loads shown. The axle is of I-section: flanges 7.5 cm by 2.5 cm, web 5 cm by 2.5 cm. Calculate the tensile stress at the bottom of the axle beam. 20 KN 40cm 20 KN 20 KN 40cm 20 KN
A rectangular steel bar, 20 mm wide by 40 mm high and 4m long, is simply supported at its ends. If the density of steel is 7850 kg/ m3, determine the maximum bending stress caused by the weight of the bar.
An overhanging W920x449 rolled-steel beam supports several loads as shown in Figure 1. a) Draw the shear moment diagram. b) Determine the maximum value of normal stress (omax) applied on the beam. 200 kN 100 kN/m 100 kN.m B 1m 1m 2 m 3 m
I need the answer as soon as possible
2. The beam with cross-section shown carries a uniformly distributed load of intensity w over its entire length. Determine w if the allowable stresses are g = 40 MPa, g = 80 MPa, and t = | T 12 MPa. w (kN/m) 75 mm 10 mm 0.5 m : 10 mm 3m 10 mm- 150 mm 150 mm
Draw the shear and bending moment diagram of the given system. Flexural rigidity is equal to EI. Use Method of consistent deformation.
A docs.google.com 58 kN/m For the beam and loading shown in figure, answer the Hinge questions below -5.5 m 254 mm 18 mm 10.5 mm 356 mm Determine the distance (a )for which the absolute value of the bending moment in .the beam is as small as possible 3.09 14.9 4.5 1 Determine the corresponding maximum .normal stress due to bending 89 98 12.95