P8.1. For the truss in Figure P8.1, compute the horizontal and vertical components of displacement of joint B pro- duced by the 100-kip load. The area of all bars = 4 in.², and E = 24,000 kips/in.². C P = 100 kips B A 20'- E 20'- 15' 15' D

P8.1. For the truss in Figure P8.1, compute the horizontal and vertical components of displacement of joint B pro- duced by the 100-kip load. The area of all bars = 4 in.², and E = 24,000 kips/in.². C P = 100 kips B A 20'- E 20'- 15' 15' D

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: W = 5, P=40 2. Solve for the Slope at B and the support reactions of the beam shown below using both…

A: Slope deflection method: The slope deflections methods is one of the methods used in structural…

Q: Determine the moment at midspan (in kip-ft to one decimal) for the following beam. Use P1 = 10.9…

A: Hello dear this is the solution of your problem The answer is found to be Moment at mid…

Q: P8.1. For the truss in Figure P8.1, compute the horizontal and vertical components of displacement…

A: Draw free body diagram of truss The joint C in the truss is considered for analysis by using the…

Q: EI is constant for all the members in the beam. E= 100×106 kPa and I-200×106 m². A is fixed and B…

A: Given data:

Q: The compound shaft made from the same material consisting of two segments AC and CB is firmly…

A: Given data in question Diameter Length Rigidity modulus = 12×106 psi Shear stress To find out T0…

Q: Determine the slope at point C of the beam in Figure. E = 200GPa, I=6(106)mmª. 20KN 10KN 3 m -3 m D…

A: A simply supported beam is loaded with a point load of 20 kN at the mid-span.Young's modulus, E =…

Q: 2.6 The rigid bar BC in Figure is supported by the steel rod AC of cross-sectional area 160mm². Find…

A: Given Data Cross sectional area of rod (A) = 160 mm2 E = 200 GPa Determine the vertical…

Q: Determine the magnitude of the vertical force Cy for the simply supported beam, where w = 8 kips/ft,…

A: Given: A simply supported beam with hinge support at A and roller support at C as shown in the…

Q: P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: I = 46 × 106 mm², E =…

Q: Men 12

Q: Determine the vertical displacement of joint A. Each bar is made of steel and has a cross-section…

Q: The compound shaft made from the same material consisting of two segments AC and CB is firmly…

Q: For the truss in Figure P8.1, compute the vertical displacement of joint A and the horizontal…

A: Here, we have to calculate the force or stress in every member of the truss. Since the truss is in…

Q: The uniform beam is supported by two rods AB and CD that have cross-sectional areas of 12 mm² and 18…

Q: 9-1. Determine the vertical displacement of joint A. Each bar is made of steel and has a…

Q: 6. A 12 - m simply supported beam is carried by two concentrated loads. The loads present are 35 kN…

Q: 1. (35%) Determine all bar forces and reactions for the truss in Figure P9.38. Given: area of bar…

A: Solution The truss has indeterminacy of one degree Draw FBD of diagram In Below figure cut the…

Q: 2. The rigid bar BC that has a length of 10.5 ft is supported by steel rod AC of cross- sectional…

A: We will find vertical component of actual deformation.

Q: Determine the vertical displacement of joint C. AE is constant.

Q: Situation B: From the given continuous beam, use Slope Deflection Method, Let q in kN 6q- D B -7.5m…

A: NOTE - Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the…

Q: For the plane truss shown below, determine the nodal displacements and the member force AB and AD.…

A: This problem can be solved by drawing the FBD by using stiffness matrix we can determine all the…

Q: If Mz = 1175 kip-ft, find the magnitude of the bending stress at a point H. For the beam cross…

Q: Plot the bending moment diagram for the multi-span beam without calculating the support reactions. B…

Q: Solve Problems by the moment-areamethod. EI is constant. Compute the slope and deflection under the…

A: Solution Consider the diagram

Q: P8.7. Determine the value of the force P applied to joint C of the truss in Figure P8.7 i deflection…

Q: Q5. Determine the horizontal displacement of point C of the frame shown below. Take E=200 GPa and 1=…

A: Given :

Q: 5. Using VWM or CTM, solve the slope of the elastic curve at the right support for the beam loaded…

Q: Determine the reactions at the supports, then draw the shear and moment diagrams for the beam shown…

Q: orced method of analysis

Q: Consider the simple beam in Figure 7 with two concentrated loads, where AB=BC=CD=D4m: 6kN 12kN A В C…

A: A shear force diagram is one which shows variation in shear force along the length of the beam.…

Q: The compound shaft made from the same material consisting of two segments AC and CB is firmly…

Q: Calculate the vertical component of the internal force at B. Let W = 3 kips/ft. and P = 19 kips…

Q: In the given figure, support A rotates 0.002 rad and support Csettles 0.7 in. Given: /= 144 in.4 and…

A: Given:Rotation of support A = 0.002 radian anti-clockwiseSettlement of support C = 0.7 inch…

Q: A 3.6 m 40 kN/m 5m 88 KN B 56 kN-m 1.5m ● 1.5m 91 KN 2.4m 60 KN 1.4m. 7.3 m 74 kN/m D

A: Given- a continuous beam with different loading system.

Q: 8 ft A B - 8 ft - 8 ft

A: The virtual work method is mainly related to a force that is acting on a particle or member of the…

Q: 1. Figure Q1 shows a continuous beam with the roller support at A and B, and the pin support at C.…

Q: W = 14, P=49 2. Solve for the Slope at B and the support reactions of the beam shown below using…

Q: 3. Determine, the slope and displacement at point B. Assume the support at A is a pin and C is a…

A: By using Double Integration Method:-

Q: 2m 3 8 4 5 (3) 6 (4 90° 2 2 m 5 4 00000 (2) 3 1 24 1 2 kN PART B Determine the horizontal…

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

P8.1. For the truss in Figure P8.1, compute the horizontal
and vertical components of displacement of joint B pro-
duced by the 100-kip load. The area of all bars = 4 in.
and E = 24,000 kips/in.².
2
C
P = 100 kips
B
A
| 20'
20'-
E
-20'-
P8.1
O
15'
-
15'
tigol

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

Trending now

This is a popular solution!

Step by step

Solved in 5 steps with 5 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

Thecable of length 15m supports the forces W1 = W2 = W at B and C. (a) Derive the simultaneous equations for β1, β2, and β3. (b) Show that the solution to these equations is β1 = 41.0◦, β2 = 9.8◦, and β3 = 50.5◦. (c) Compute the force in each segment in terms of W.
Estimate the deflection at point C and the rotation at point B. EI is constant. Support A is a pin and support B is a roller. P = 20 kips, a = 5ft. and E = 4000 ksi, I= 2000 in⁴. (Use Moment Area Method)
200 KN 3 m > (3500) A B (5000) (5000) C 3 m (5000) (3500) E (5000) (3500) 3 m 4. Using Virtual Work Method, calculate the horizontal displacement at joint B for the truss loaded as shown. The areas in mm2 are shown in parenthesis. E = 200 GPa for all members. D
Compute the reactions and draw the shear and rnoment curves for the beam in the Figure. Given: E = 200 Gra and I = 120 × 106 mm* B w = 40 kN/m C. 15m 5 in 5m 5m E RES
Determine the smallest horizontal force P required to lift the 450-lb crate. The coefficient of static friction at all contacting surfaces is us = 0.25. Neglect the mass of the wedge. P A B 15°
Use virtualwork method
6. Overhanging beam has one support. It is called "fixed support". O True False 7 Friction force is always opposite the direction of the applied force. True False 8 The angle between friction force and normal force. 45 degrees 90 degrees 180 degrees No fixed angle
P = 36 kips 9' B de 2) Assuming that no load acts, compute the reactions and draw the shear and moment curves for the beam in the figure above, if support A settles 0.5" and support C settles 0.75". Assume E = 29,000 ksi and I = 150 in. Label all critical points on the diagrams. Draw the deflected shape also. 6'
Solve using conjugate beam method
Determine the displacement of point B of the steel beam, and the slope at the left of point B. E= 200 GPa. I = 200x10^6 mm^4.