Analyze the loaded truss as shown. Be guided as follows: a. Solve for the reactions at supports b. Solve for all member forces by method of joints and method of sections c. Compute for horizontal and vertical deflection at B (ABH and ABv) using Virtual Work Method D 35 kN EA = constant E = 200 GPa 4m A = 1,200 mm2 84 kN 4m 3m

Analyze the loaded truss as shown. Be guided as follows: a. Solve for the reactions at supports b. Solve for all member forces by method of joints and method of sections c. Compute for horizontal and vertical deflection at B (ABH and ABv) using Virtual Work Method D 35 kN EA = constant E = 200 GPa 4m A = 1,200 mm2 84 kN 4m 3m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The beam with, cross-section shown, is subjected to the load shown. Using E=200 GPa, determine a.…

Q: ACTIVITY 5- Truss Analysis Analyze the loaded truss as shown. Be guided as follows: a. Solve for the…

Q: .6-1 A cantilever beam AB is subjected to a uni- orm load of intensity q acting throughout its…

A: Given that:

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

A: Given data: E=29000 ksiI=843 in4EI=24447000 k.in2EI=169770.8333 k.ft2

Q: Panel AB is circular and retains a liquid with specific gravity of 1.6. It has a width of 4 feet…

Q: For the loaded beam shown, using moment - area method. a. Determine the value of ElS at mid span and…

A: The free body diagram of the section is :

Q: What is the lateral deflection at joint E in mm?

A: A truss supported at hinged support at A and roller support at E, is loaded with vertical loading…

Q: The deflection curve for a simple beam AB (see figure) is given by the following equation: A.…

A: ##using deflection curve equation CALCULATIONS of Loading, Reaction, And BM ##

Q: The results from a soil compaction test are shown in the table below. The solid grains of the soil…

Q: 2 m 2 m A Determine C1. * 54 -72 72 Determine C2* O 148.4444 -130.6667 0. -197.3333 Find h.* O…

Q: Determine the deflection (mm) at point B of the beam shown below. 250 kN A 6 m -3 m- -3 m- El =…

Q: Each bar of the given truss is made of steel and as a cross sectional area of 600 mm² and E = 200…

A: E = 200 GPaA = 600 mm2 Determine the vertical deflection of point A using virtual work method.

Q: For Beam SP (EI Constant), use the Unit Load Method to Determine: 1. The Deflection at U 2. The…

Q: 9.3-17 The beam shown in the figure has a guided suppot at A and a roller support at B. The guided…

A: Draw FBD: Calculate Bending moment equation:

Q: Find the deflection at C for the beam as shown in Figure. El = constant. Use conjugat method. 10 kN…

A: Given data:

Q: b) The beam of length L is embedded at its left end and simply supported at its right end, and a…

A: The beam of length L is embedded at its left end and simply supported at its right end w(x)=w0…

Q: The beam with, cross-section shown, is subjected to the load shown. Using E=200 GPa, determine a.…

Q: Consider the beam and loading shown. Assume that E=200 GPa and I=38x106 (mm4). P=2.3 kN and L=2.2 m,…

Q: Q2: Cantilever beam shown in Figure fixed supported at point A. Determine the deflection at point C.…

A: Force in the vertical direction - RA = P Fixed end moment at the point A MA = 4P

Q: For the plane truss shown below, use the unit load method to determine the vertical deflection at C…

A: E = 200 GPaA = 500 mm2 Determine the vertical deflection at C using unit load method.

Q: A simply supported steel beam with a moment of inertia of 60 x 10^6 mm^4 of length 7 m has a…

Q: Using the slope-deflection method, determine the end moments and the reactions at the supports of…

A: Given Data:E=200Gpa = 200×109N/m2=200×106kN/m2I=213×106mm4=213×10-6m4Suppoprt B settles by…

Q: Consider the simply supported beam shown below. L= 3m, w= 12kN/m, E= 180GPa, I = 140(10)^6 mm^4.…

Q: For the truss shown, assume for all members: E = 200 kN/mm2, A = 1500 mm², Coefficient of Thermal…

Q: 9kN/m 3m 3m 2m А В C D Figure Q2 (b)

A: Using the double integration method to calculate the maximum deflection in the beam. In the double…

Q: The simply supported beam consists of a W21x 44 str support at Dcan provideresistance either up or…

Q: A restrained beam is subjected to a loading distribution shown below. Determine: a. the location of…

A: Given: w=w0cosπx2L The loading can be calcualted as, EId4ydx4=wocosπx2L The shear force can be…

Q: Find the value of the maximum deflection of each beam. Using double integration method

Q: The rigid bar ABC supports a point load P at point A and is being supported by bronze bars BD & CE.…

Q: Use moment area for the beam Find the following: 16K (a) Deflection at C A (b) Rotation at A (c)…

Q: A truss carries a concentrated load at points B. E F. and G as shown in the figure below. Using unit…

A: reaction is calculated and value of P is find=20KN

Q: The frame system is pin supported at A and B, and has an internal hinge at E as shown below, 1. Find…

Q: "| A Answer: VC= W LAB m mm. LBC P X

Q: supports

Q: Determine the horizontal deflection at joint B of the truss shown. There's a temperature drop of 15…

Q: The truss structure (all members have the same area) carry the loading shown (P = 150 kN) Determine…

Q: Q2. Calculate the deflection at point D for the following static beam structure using the Unit Load…

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

Q: 4) The truss is made of steel (a = 12.0(10/*C) and is loaded and supported as shown. You may assume…

Q: A w (kN/m) L ŢŢ B tie rod

Q: ACTIVITY 3- Beam Analysis Analyze the loaded beam as shown. Be guided as follows: a. Solve for the…

Q: ents ction lokN 2 kNm im

Q: A rigid bar AB is hinged at A and is supported by a rod CD at C. The rod is pin connected at D, as…

A: First calculate the force in rod CD. Then calculate the elongation in the same. Then using similar…

Question

Analyze the loaded truss as shown. Be guided as follows:
a. Solve for the reactions at supports
b. Solve for all member forces by method of joints and method of sections
c. Compute for horizontal and vertical deflection at B (ABH and ABv) using Virtual Work
Method
D
35 kN
EA = constant
E = 200 GPa
A = 1,200 mm2
4m
A
84 kN
4m
3m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Trending now

This is a popular solution!

Step by step

Solved in 8 steps with 9 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

1. Determine the beam For the beams and loading shown below, EI is constant deflection at point C. 12 KN 10 kN/m A IC 2 m. 5 m 3. m
A single axial load of magnitude P is applied at end C of the steel rod ABC. Knowing that E = 30 x 106 psi, the deflection of point C will be 0.1 in. 1.25-in. diameter 4 ft B d 3 ft P 7. Determine the deformation of segment AB in inches if P = 36 kips.
Determine the value of the maximum deflection and rotation at bothsupport for the beam loading shown if the uniformly distributed load ωis 58 N/m. Assume EI to be constant all throughout thespan.
Compute the deflection at the midspan and at the point under load P for the beam shown using the Conjugate Beam Method
Under the 5-kip load the support at A rotates 0.002 rad clockwise and settles 0.26 in.. Determine the total vertical deflection at D due to all effects. Consider bendingdeformations of the member only (i.e., neglect axial deformations)
Q1) determine the smallest cross sectional area A for the members of the truss shown below, so that the vertical deflection at joint C does not exceed 10 mm, and check the vertical deflection at joint D. Use the method of virtual work. The truss is pin supported at A and B.
3. Find the value of El midway between the supports for the beam shown. Use the Super Position method. -5 m- 180 KN B m El = constant E = 70 GPa I = 2,340 (106) mm4 15 kN/m m-
The truss in the figure is subjected to loads as shown. Assume AE is constant for all members. Diameter of all members is 32 mm and E = 180 GPa. Find the Horizontal deflection at B. (mm).
Help
2.27 Link BD is made of brass (E 105 GPa) and has a cross-sectional area of 240 mm². Link CE is made of aluminum (E = 72 GPa) and has a cross-sectional area of 300 mm². Knowing that they support rigid member ABC, determine the maximum force P that can be applied vertically at point A if the deflection of A is not to exceed 0.35 mm. Q Search P A 125 mm D B (7 = 225 mm 225 mm 150 mm ↓ E 4) 8:51 AM 3/5/2023
1. Calculate the bar force in member AB due to one unit horizontal force at G in kN.0 2. Calculate the horizontal deflection at joint G in mm.0
Ex-6. A steel tape with a cross-sectional area of 0.039 cm²and weighing 0.909 kg has a length of 30.009 m. when supported throughout 20°C and subject to a tension of 5.5 kg. This tape is used to measure a distance along a uniform 4% grade and is supported throughout during the measurement. The tension applied is 12 kg. The temperature of the tape distance is recorded 381.615 m. What is the corrected horizontal distance? 2°C. The measured slope in Alwa