A cantilever beam subjected to a concentrated load at the end of its 6m length. If the allowable shearing stress at the neutral axis is 2MPA, determine the maximum compressive stress in the beam due to the maximum allowable load P. Use a flange thickness of 100 mm. 400mm 600mm 100mm

A cantilever beam subjected to a concentrated load at the end of its 6m length. If the allowable shearing stress at the neutral axis is 2MPA, determine the maximum compressive stress in the beam due to the maximum allowable load P. Use a flange thickness of 100 mm. 400mm 600mm 100mm

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

21. A Single rivet lop joint is to commect 12 mm thick plates by providing 20mm dia. rivet at somm pitch. determine the strength of the joint and joint efficiency. Take working stress in shear in rivets = 80 N/mm², working stress in beaning in rivets = 250 N/mm² and working stress in axial tension in plates. = 150 N/mm².
i need the answer quickly
D) If the diameter of the cross-section of the beam is 500 mm compute for the maxumum shearing stress E) ss
Question 7 The maximum compressive force acting on the hatched area of cross-section is 2 25 mm 100mm- 150mm
The beam shown below has a cross section of channel shape with width b=200 mm and height h=80 mm, the web thickness is t=12 mm. Determine the maximum tensile and compressive stresses in the beam due to uniform load. And draw. 200 mm 3.2KN/ 2 KN.M BO 80mm 12mm 3m 1.5m
Q4: determine the maximum tensile and compressive stresses acting normal to the beam. 50 mm 10 kN 100 mm 30 kN 6 m 2m B (2
2. Two 115-mm wide by 15-mm thick steel plates are welded as shown. The load P = 135 kN is concentrically applied and B= 25°. For the xy directions shown, determine a) b) The normal stress or acting perpendicular to the weld; The shear stress try' acting parallel to the weld; Sketch the state of stress to represent results from a) and b) above. В P 2² 115 mm. P
Consider the following riveted joint. a) Find the total shear load on each of the three rivets b)Compute the significant rivet shear stress and bearing stress. c) Compute the moment of inertia of the 10 mm plate on a section through the three rivet holes and find the maximum bending stress in the plate.
a. calculate the value of b in millimeters. b. Calculate the value of the net area for tension in plates in square millimeters. c. Calculate the value of P so that the allowable tensile stress on net area will not be exceeded. d. Calculate the nominal block shear strength based on possible failure paths
3. For the beam with cross-section shown: a. Determine the maximum tensile stress, and indicate which points experience this stress (tell which cross-section feels this stress, and which points on that cross-section feel this stress). b. Determine the maximum compressive stress, and indicate which points experience this stress (tell which cross-section feels this stress, and which points on that cross-section feel this stress). c. Determine the maximum shear stress, and indicate which points experience this stress (tell which cross-section feels this stress, and which points on that cross-section feel this stress). d. For the cross-section 2 m to the right of A, determine the normal stress at point D on the cross-section, and state whether this stress is tensile or 100 KN m compressive. e. For the cross-section 2 m to the right of A, determine the shear stress at point D on the cross- section. f. Determine the equations for the elastic curve, and for the slope of the elastic curve, for…
2. A simple steel beam is to carry the concentrated loads as shown in the figure. (a) Drav the shear diagram, (b) determine the maximum moment, and (c) determine the wide-flange shape that should be used from the list shown if the allowable normal stress for the grade of steel to be used is 110 MPa 60 KN/m 60 KN/m A B 4 m 1m2 m Shape W310x129 S (cm') 1955 Shape W310x202 S (cm) 5049 3423 W310x143 2155 W310x226 W310x158 2565 W310x253 3853 W310x179 2675 W510x285 4311