Determine the the vertical component of the displacement at point"d" for the shown truss. The areas are given in parenteses (mm²) along each member, and the modulus of elasticity is 200 GPa. (2 500) (1 500) 6 m (1 500) (1-500) (3 000) 6 m 180 kN 3m 8 m

Determine the the vertical component of the displacement at point"d" for the shown truss. The areas are given in parenteses (mm²) along each member, and the modulus of elasticity is 200 GPa. (2 500) (1 500) 6 m (1 500) (1-500) (3 000) 6 m 180 kN 3m 8 m

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: There is a wooden beam AD, as shown in the figure below, the Flexural Rigidity of the beam section…

A: Figure is as shown

Q: The following truss system is Pin Supported at Joint C and Roller Supported at Joint E. Joint B is…

Q: Analyze the howe truss with the given dead load as shown in the figure. Bottom chord dead load = 5kN…

A: Solution: Dead load = 5kN Because of the symmetric truss and load: A=Hy=12total load = 0.5 × 5 × 5…

Q: a. Compute the internal forces in bars BC and CD. Indicate if they are in compression or tension.…

A: A truss member is given belowNeed to find a. compute the internal forces in bars BC and CD. Indicate…

Q: The rigid bar ABC is supported by a pin at B, vertical steel rod at A and vertical bronze rod at…

Q: The force in member AB of truss joint B shown in figure is given a 15 N B• - 10 N AB

Q: The ball is truncated at its ends and is used to support the bearing load P. If the modulus of…

Q: THE RIGID BARS SHOWN ARE SEPARATED BY A ROUER AT C AND PINNED AT A X D. A STEEL ROD AT B HELPS…

A: Given data:

Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.7 in., b = 5.9 in., d = 4.1…

A: Given Moment in z direction= -3.75kip-ft

Q: For the truss shown, determine the safe value of P if the allowable stress in tension is 146 MPa in…

A: For the truss shown, determine the safe value of P

Q: Which of the following is NOT TRUE as an assumption in the elastic analysis of circular members…

Q: Determine the internal forces at point J for the structure shown, where member BD can only carry…

A: Given:- a=160 mmP=450 N To find:- Internal force at point J

Q: The shäft iš made portion made of steel and having a brass core. If it is fixed to a rigid support…

Q: The figure above is a skycam which is supported by 2 wires (assume that no wires holding at the top…

A: This question related to the Strength of material. In this question we calculate the tensile…

Q: Problem II. The truss shown in the figure below is applied with force P (refer to the table of…

Q: Use the virtual work method to determine the deformation at joint B of the truss shown. 3 m A -2 m-…

Q: 10 kN 20 mm 10 kN 10 KN 400 mm 400 mm 20 mm 15 KN D 15 KN 400 mm 20 kN 20 mm 10 [40 Section a-a 40…

Q: 3. The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A…

Q: A cast-iron beam has a section as shown in the figure below. The beam is subjected to Q2…

A: ASKED: To determine the width of the flange of the beam. Given, Width of flange (X) = ? mm…

Q: An axial member consisting of two polymer bars is supported at modulus of 29 GPa. Bar (2) has a…

Q: The rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and…

Q: As shown in the figure, aluminum, E= 70GPa links (1) and (2) support rigid beam ABC. Link (1) has a…

Q: The cross-sectional dimensions of a beam are shown. Assume by-2.125 in., t-tw-0.375 in. and d-3 in.…

A: Given data Find 1. Moment about z-axis when bending stress generated at K is 2230 psi (tension).…

Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.2 in., b = 5.5 in., d = 4.5…

Q: X is L/2 For the frame shown above is constructed out of circular tubes for both the beam and…

Q: 214. The rigid bars AB and CD shown in the figure are supported by pins at A and C and the 2 rods.…

Q: 3. The beam ABCD is fixed with simple support of B and C as shown in the figure below. When point A…

A: Data given Find : Find loads P and Q to make point A and D equal to point B and C

Q: 1. For the assembly shown, determine the displacement of point B and D as the load of 50KN is…

Q: For the truss in figure below, the cross-sectional area of the truss members is A=500 mm² and…

A: A truss is given, we need to find out the strain energy.*Note: As per Bartleby's guidelines we are…

Q: W A L A Test beam Strain gauge (a) Unsymmetrical cantilever beam with weight applied at the free end…

A: The objective of the question is to calculate the location of the centroid, the second moments and…

Q: The cross-sectional dimensions of a beam are shown. Assume b=2.5 in., t-tw-0.375 in. and d=3 in. (a)…

Q: The bar AB is attached to aluminum and steel rods, horizontal before the load P is applied. Find the…

A: We will find force in Aluminium and use displacement formula.

Q: The rigid bar ABC shown is hinged at A and supported by a steel rod at B. Determine loadP that can…

Q: 10 in Problems 4.54-4.55 = The bar has a solid circular cross section. Its polar moment of inertia…

A: Answer We can make use of general equation of angle of twist for varying cross section which is…

Q: Analyse the force in member BD of the truss in Figure Q2 by using the Force Method analysis. AE is…

Q: Problem II. The truss shown in the figure below is applied with force P (refer to the table of…

Q: The two bars are made of polystyrene, which has the stress-strain diagram shown. If the…

A: Given : Cross sectional area of bar AB is = 975 mm2 Cross Sectional area of bar BC = 2600 mm2…

Q: Determine the maximum compressive bending stresses in the beam shown. Let P = 14 Note Answer in…

Q: 0.4 m 2 m 2 m 2 m В

A: Given data: Calculate the buckling load:

Q: Part 2 * Your answer is incorrect. The z-component of momemt M will cause compression at A and B,…

Q: What is the value of the force in the member BD in N? if P = 56-N. (Note: enter your numeric answer…

Q: Using the Method of Consistent Deformations (Force Method), determine the Fixed-End Moments (FEM) at…

Q: enter your numeric answer only. No need to enter units. Give your answer to two decimal places) and…

Q: Structural Analysis II (Please use the consistent deformation method)

A: Data given Find: reaction and axial forces by consistent deformation method

Question

Determine the the vertical component of the displacement at point"d" for the shown truss. The areas
are given in parenteses (mm²) along each member, and the modulus of elasticity is 200 GPa.
(2 500)
(1500)
6 m
(1 500)
(1-500)
(000 €)
6 m
180 kN
3m
8 m

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: Given Data

VIEW

Step 2: Support reaction due to actual load

VIEW

Step 3: Axial force in each member due to actual load

VIEW

Step 4: Support reaction due to unit virtual load at d

VIEW

Step 5: Axial force in each member due to virtual load at d

VIEW

Step 6: Vertical displacement of joint-d

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 7 steps with 11 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

i need the answer quickly
Hide bla Clear my choice A rigid beam is supported by a pin at A and two metallic wires at B and C. Determine the force P that causes the point C to displace downward by 0.3 mm. Given: E (wire B) = 70 Gpa, E (wire C) = 200 Gpa and both wires have a diameter D = 4 mm. Consider a linear elastic behavior. |-1 2 m 1.5 m A 3 m 2 m 2 m Select one: 11:49 PM A G d) ENG B
200mm Strain gauge F mun +100m 200mm- 4mm Strain gauge 4mm 12mm 12mm 4mm A small T-section is used in inverted positions as a beam and is shown in figure over a span of 400 mm. If due to the application of forces shown, the longitudinal strain gauge at F registers a compressive strain of 1500 microstraints, determine the magnitude of P. Take E = 200 GPa.
The initial compressive force of a steel column can be determined by Euler's buckling formula. The column has the following properties: A = 9484 mm² Fy=345 MPa x = 164 x 106 mm4 ly = 23 x 106 mm4 Proportional limit, fs = 290 MPa The x-axis has an unbraced length of 10 m which is pinned at the top and fixed at the bottom with an k = 0.70. The y-axis has unbraced length of 5 m due to the bracing at the mid-height. Compute the initial compressive load of the column. Select the correct response: 6606.59 KN 3706.14 KN E = 200 GPa 1816.01 kN 926.53 kN
You must have to draw the FBD , Please solve in handwritten format. Show all the work asap
The rigid beam shown is supported by a pin at A and two steel rods each of diameter 16 mm. If P = 30 kN, determine the tensile forces PBE & PCF in rods BE and CF, respectively. For steel, E = 200 GPa. F 2.0 m E P = 30 kN 2.5 m D -3 m- -3 m-
The force in DB of the truss shown in below figure is W 5m 2W 5m W B. O 5 W tension O vW tension 2 W compression O v3 W compression
A portal frame shown in figure (not drawn to scale) has a hinge support at joint P and a roller support at joint R. A point load of 50 kN is acting at joint R in horizontal direction. The flexural rigidity El, of each member is 10° kNm?, under the applied load, the horizontal displacement (in mm, round off to 1 decimal place) of joint R would be 5 m EI EI 10 m R 50 kN
Please answer it clearly with FBD, I will vote it up for your effort thank you.
The force in DB of the truss shown in below figure is W A C O VW tension 5m √3 W compression 2 W compression 5 W tension E D 2W 5m B
The initial compressive force of a steel column can be determined by Euler's buckling formula. The column has the following properties: A = 9484 mm² Fy=345 MPa 1x = 164 x 100 mm4 ly = 23 x 105 mm² Proportional limit, f = 290 MPa The x-axis has an unbraced length of 10 m which is pinned at the top and fixed at the bottom with an k = 0.70. The y-axis has unbraced length of 5 m due to the bracing at the mid-height. Which of the following most nearly gives the axial force in the boom? Select the correct response: 104.62 kN 43.33 kN 94.75 kN 38.14 kN E = 200 GPa
The beam section given in the figure is under the influence of M = 5 kN.m bending moment. Section C and B ' Calculate the normal stresses that will occur at the points. E = 200 GPa. (N-A axis weight passes through the center.)