Rigid member AC is supported by a pin at A and the vertical steel link BD as shown. The di Lanath lant The alloawble stress of link BD is 200 MPa. a) Determine the maximum possible value of the load P b) If P-90 kN, determine the change in temperature needed for link BD to have no change in length. Given =12*10/C, E200 GPa B A D 0.4m 0.2m

Rigid member AC is supported by a pin at A and the vertical steel link BD as shown. The di Lanath lant The alloawble stress of link BD is 200 MPa. a) Determine the maximum possible value of the load P b) If P-90 kN, determine the change in temperature needed for link BD to have no change in length. Given =12*10/C, E200 GPa B A D 0.4m 0.2m

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

See similar textbooks

Similar questions

find reactipns at A, B, C of a beam of 36m long. A is pin support and C is roller support. B is the mid point. Uniform load of 3k/ft acting along AB and 2k/ft acting along BC.
Determine the deflection at point C. The reaction at the roller support is 1.6 w0L
Determine the moments at all supports. Support B settles10 mm, and EI is constant. Take E = 200 GPa, I = 200x106mm4 Answer key: MAB = -12 kN-m; MBA = 64.58 kN-m; MBC = -64.58 kN-m; MCB = -146.69 kN-m
Given P1=00K P2=19K UNKNOWN: 1. FORCE IN MEMBER GF 2. FORCE IN MEMBER FC 3. FORCE IN MEMBER CD
a. What are the external reaction at the position of the rocker at D, the external horizontal, vertical and resultant reactions at point A? [Solve for a value in kips, with right as positive and left as negative.] b. What is the force in member BC? c. What is the minimum possible diameter of the pin at A which is double shear and the minimum possible diameter of pin B which is single shear? [in inches]
The rigid bars ABC and CD are supported by pins at A and D and by a steel rod at B. There is a roller connection between the bars at C. Compute the vertical displacement of point C caused by the 50-kN load.
A horizontal beam is supported by an inclined strut and carries a load of 15 kN at joint AD CBD in the figure. The strut, which consists of two bars each of thickness 40 mm, is connected tothe beam by a rivet passing through the three bars meeting at joint. The allowable shear Cstress and bearing stress are all, z =60 MPa and =120 MPa, respectively.a) Determine the required diameter of the rivet at the hinge that carries safely by the given Csystem.b) If the diameter rivet used on the support is 20 mm check whether this rivet diameter is Asufficient for the given system.
a) Compute R1 in Newton. b) Compute R2 in Newton. c) Compute the value of EIy at the midspan of the beam in kN-m^3.
The gusset plate is subjected to the forces of four members.Determine the force in member B and it's proper orientation for equilibrium.The forces are concurrent at pointO. Take F=12KN.
The frame is used to support a live load of 1.575 kPa. Thickness of concrete slab is 124.903mm. Weight of concrete is 23.293 kN/m^3. Weight of beam BG,AH,CF,DE is 4.526 kN/m and that of is 5.413 kN/m L=5.918m Width"B" = 1.582m Compute the reaction at point A (kN) at member AD Answer: 71.118 Need solution
Determine: -vertical component of reaction at C Last time i post but answer is wrong expert did not consider moment 60 kn. M Please consider moment
FORCE METHOD An overhang beam ABC is loaded as shown. Determine the reactions at the supports due to loading and a support settlement of 1 mm at the roller B. Take E = 200 GPa and I = 500(10^6) mm^4.