SAMPLE PROBLEM 1: VSE LRED The A-36 steel W6 x 20 column is pin connected at the top and fixed at the bottom (K = 0.7) and is subjected to the eccentric load P. The beam is laterally supported about its weak axis. The properties of W 6 x 20 relevant to this problem are: A = 3,790 mm² Ix = 17,231,980 mm* d = 157 mm Determine the maximum value of P. The allowable bending stress of the section is Fb = 152MPa.

SAMPLE PROBLEM 1: VSE LRED The A-36 steel W6 x 20 column is pin connected at the top and fixed at the bottom (K = 0.7) and is subjected to the eccentric load P. The beam is laterally supported about its weak axis. The properties of W 6 x 20 relevant to this problem are: A = 3,790 mm² Ix = 17,231,980 mm* d = 157 mm Determine the maximum value of P. The allowable bending stress of the section is Fb = 152MPa.

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

Use slope-deflection method to compute the bending moments of element ends for the following structures: 7) Use slope -defle ction Ast 4 4 12 t- 2006 Pa I= 100x 16mm" E = 200 GPa %3D I= 100× 106 mm4 For this question also compute the deflection at Point B.
ht nces Required Information Portion BC of the rod ABC are made of an aluminum for which E= 70 GPa and portion AB is made of steel for which E= 200 GPa. Given: P = 8 kN, a = 0.9 m, b=1 m and the diameter of rod AB is c = 38 mm, (a) Determine the value of Q so that the deflection at A is zero (b) The corresponding deflection of point B 60-mm diameter Assume Q Is In (KN). Using the FBD/equilibriums equations of ABC and/or cut section between A&B and/or cut section between B&C, (1) The Internal axial force between A&B can be written as PAB= (KN) (T) -Q) (KN) (T) (11) The Internal axial force between B&C can be written as PBC=(
A:Y 211O 2_531929016114... -> A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as shown in Figure below. Axial loads are applied at the positions indicated. If P = 11 KN and the cross sectional area of each rod is 312.5 mm, determine the stress in each section. 4P Steel Bronze |Aluminum 609.6 mm 914.4 mm 762 mm
QUESTION 1 The assembly consists of two rods and a horizontal bar BC. Each of the rod AB and CD is made of aluminum and has a cross-sectional area of 125 mm2. A point lqad of 5 kN is applied at point E were located 0.20 m from B. Knowing that they support the rigid member BC, calculate the deflection of point E. Modulus of elasticity for aluminium is 75 GPa. P- 5 kN 0.36 m E B C 0.44 m 0.20 m
Determine the maximum tensile and compressive bending stresses developed in the beam shown. The cross-section has the given properties. NA 1-35 x 10mm a. RA = b. RE= c. fb(c) = d. fb(T) = 80 mm 200 mm A 1.5m kN KN 5kN m MPa MPa B 1.5m SkN/m 2m 5KN n 2m 4
A steel beam is subjected to a uniform load with length of 8m. Assume that the beam is simply supported. Use Fy= 248 Mpa. Properties of W-shape beam d=229 mm bf=210 mm rf=23.7 mm Tu-14.50 mm kdes=33. 80mm ry=53.80 mm Ix=113 x 10^6 mm^4 Iy-36.9 x 10^6 mm^4 Sx-990 x 10^3 mm^3 Zx 1150 x 10^3 mm^3 J-2100 x 10^3 mm^4 Cu-387 x 10^9 mm^6 What is the nominal shear strength capacity of the section (in kN)?
The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1780 in.“]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 230 kip-ft, P = 24 kips, LAB = 5.2 ft, LBc = 7.8 ft. %3D MA A В C LAB LBC
回の at D ana Pa at all 400 MPa of 3.0 is 4.0 m рe aplied nd the pin Q9. Both portions of the rod ABC are made of an aluminum for which E = 70 GPa. Knowing that the magnitude of P is 4 kN, determiñe (a) the value of Q so that the deflection at A is zero, (b) the corresponding deflection of B. 20-mm diameter 0.4 m 0.5 m 60-mm diameter 2.
A beam cross section is shown. If the beam is subjected to a moment of 400N.m, the maximum bending stress will be? I, = 200 mm 4 8 mm 4 mm O a. 16GPA О Б. 10GPa 12GPA O d. 8GPA
Problem 1: The rigid bar ABC is supported by AD and BE. Determine: a. Inclination of member ABC after loading b. 8 at point E Members Properties: Member Materials Modulus Cross- sectional Area of Elasticity AD Aluminum 70GPA 450mm2 ВЕ Steel 200GPA 550mm2 E O •Im O:3m 45kN. t 0 4m
Plz solve within 30min I vill give definitely upvote and vill give positive feedback thank you sir plz
2max 1 max A beam comprises of two metals (1 and 2). Both the metals are in contact as shown in figure. If a moment M, is applied, what is the value of 0₁/0... It is given that both the metals will bend separately about their own neutral axis. Also draw bending strain and bending stress diagram. Mo Mo at th Jicc E₁, I, E2, 12 d₁ d₂