Answered: Q1/ Determine the resulting…

Q1/ Determine the resulting displacement of pin B. Assume: A1=A2= 900 mm2 , E1=E2= 100 GPa, a1-a2= 12x10/C, AT= 35 °C, h= 1200 mm, e = 60°

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: Determine the coordinates of the mass center of the welded assembly of uniform slender rods made…

Q: The bear cross section shown below has been proposed for a short pedestrian bridge. The cross…

A: Determonation of shear stress at H

Q: 3.3-45 Bracket ABCD is fixed at A. Load components P and P, are applied at D. Find reaction forces…

A: Find reaction forces and moments at A.

Q: The bar AB is supported by two rods- steel on the left and bronze on the right. If the bar is…

Q: Please explain all question and draw diagram

A: Part 1. Calculate the displacements at the jointsGiven InformationThe truss structure is square with…

Q: Determine the coordinates of the mass center of the welded assembly of uniform slender rods made…

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

Q: DETERMINE FORCE (N) OF MEMBER EG in the truss shown. F1 = 287 N F2 = 610 N F3 = 402 N a = 42 degree…

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 aluminum rod AB (G=27 GPa, T₁ = 650 N-m) is bonded to the brass rod BD (G = 39 GPa, Tg = 1,300…

A: Given : Properties of aluminum rod AB : G = 27 GPa , Ta = 650 N.m Properties of Brass rod BD : G =…

Q: DETERMINE FORCE (N) OF MEMBER EG in the truss shown. F1 = 292 N F2 = 767 N F3 = 348 N a = 32 degree…

A: Using joint method

Q: For the truss shown in the following figure, the temperature of member BC is raised by 140 °C, and…

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: Question The electric motor exerts 600 Nm torque on the aluminum shaft ABCD when it is rotating at a…

A: T = 600 Nm GBC = 16 GPa or 16000 MPa GCD = 12 GPa or 12000 MPa dBC = 30 mm

Q: DETERMINE FORCE (N) OF MEMBER EG in the truss shown. F1 = 262 N F2 = 873 N F3 = 440 N a = 39 degree…

Q: A В D 400 mm, 625 mm 1. The aluminum rod, AB (G = 27 GPa), is bonded to a brass rod BD (G = 39 GPa)…

A: Given:- The modulus of rigidity of aluminum rod AB = 27 GPa The modulus of rigidity of brass rod BD…

Q: Determine the coordinates of the mass center of the welded assembly of uniform slender rods made…

A: Determine the coordinates of the mass center of the welded assembly of uniform slender rods made…

Q: The rigid beam is supported by a pin at B and wires AD and CE. (Figure 1) The load P on the beam…

A: Objective: To determine the normal strain in wires AD and CE. Given: Displacement of end A of the…

Q: DETERMINE THE FORCE (Ib) IN MEMBER BD OF THE ROOF TRUSS SHOWN GIVEN THE DATA BELOW: F1 = 80 lb F2 =…

Q: Consider the beam shown in (Eigure 1). Set F= 65 kN. Neglect the thickness of the beam. Figure 2 m…

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

Q: Determine the force in each member of the loaded truss. The force is positive if in tension,…

Q: 100cm T gem cm 10 Section cm 0.0K Rigid Plate a₁ 16.10-61/Cº a2=12.10-61/Cº Ei=100 GPa E2=200 GPa…

Q: The truss, used for supporting a structure, is loaded as shown in Figure 3. Determine the force in…

Q: bar is horizontal and the rods are stress-free. Determine the stress in each rod if temperature of…

A: EquilibriumPA=2 PCσAAA =2σcACσA300=2σC1200σA=8σC

Q: dAB =? dec 40 тm 0 (+) A B C T 1200 тm 800 тm

Q: The rigid bar BC is supported by the steel rod AC of cross-sectional area 0.35 in2. Find the…

A: Given:- P=3684 lbx=10 ftθ=58.3oE=29329 ksiCross sectional area of rod=0.35 in2 To find:- Elongation…

Q: The beam below supports 3-point loads. The beam is supported by a pin at A and a roller at D. a)…

Q: allowed.

A: Given data- Diameter of the solid segment 1 d1 = 41 mm= 0.041mDiameter of the solid segment 2 d2 =…

Q: Beam AB is made of three plates glued together and is subjected, in its plane of symmetry, to the…

A: Given: A beam is made of three plates glued together and is subjected, in its plane of symmetry SF…

Q: TA TB = 1600 N. m 36 mm 800 N. m A 400 mm B 60 mm C 375 mm D 250 mm

Q: ection Forces O X mber Label S. Axial[kN] Shear[kN] MomentſkN-m] M1 1 23.625 -98 2 23.625 -50.75…

Q: 5. A 12-mm-diameter steel [E = 200 GPa] rod (2) is connected to a 30-mm-wide by 8-mm-thick…

A: Given data in question Diameter 12mm Width and thickness 30 × 8 mm Elasticity modulus 200 GPa and…

Q: QUESTION 1 The assembly consists of two rods and a horizontal bar BC. Each of the rod AB and CD is…

A: Calculate the deflection at E?

Q: The uniform bars AB and BC are connected with a pin at B and placed on a horizontal surface. The…

A: Sketch the free body diagram.

Q: Determine the coordinates of the mass center of the welded assembly of uniform slender rods made…

A: Divide the structure into four segments then using formula of composite section centroid the value…

Q: For the axially loaded member given below, determine the reaction at A, then draw axial force,…

Q: gid beam is supported by a pin at A and two metallic wires at B and C. Determine the force P that…

A: To find value if load P

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

Q1/ Determine the resulting displacement of pin B. Assume:
A1=A2= 900 mm2, E1=E2= 100 GPa, a1=a2= 12x10/°C,
AT= 35 °C, h= 1200 mm, e= 60°
(1)
(2)

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 1 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

Figure below shows a uniformly tapering bar of rectangular cross-section of length L and thickness t. The width of the bar at one end is b₁ and the width at the other end is b2, where (b₂> b₁). The bar is subjected to an axial force P. The axial deformation due to load P is given by _mm. b₂ PL atE b₁ = 20 mm b₂-40 mm -In () then the value of (a + c) is
Please show your solution on a paper with FBD
The rigid bar BC is supported by the steel rod AC of cross-sectional area 0.3 in2. Find the elongation (in inches) of rod AC caused by the 3088-lb load if x = 10 ft and θ = 56ᵒ. Use E = 29227 ksi for steel. Note: Round off the final answer to four decimal places.
please solve it using FORCE METHOD. Thank you. only HANDWRITTEN answer needed ( NOT TYPED)
The control arm is subjected to the loading shown. The allowable shear stress for the steel pin is τ = 10 ksi. Determine the required diameters of the steel pins at A and C. Write your final answer to the nearest three decimal places.
SHOW FBD DIAGARM
Bar ABC is rigid and rotates freely about B. The loads consist of a point load and a uniform temperature change in both bars CD and EF. Determine the temperature change (AT) at which points A and E first come into contact. Report your answer rounded to the nearest degree. 100 in initial gap = 0.11 in F T E A = 2.0 in² AEF EEF = 12,000 ksi aEF LEF 100 in = 13.5 x 10-6 1/°F = 50 in B 14 k 100 in D с ACD= 1.5 in² ECD CD= 6.5 x 10-6 1/°F = 29,000 ksi = 150 in LCD Y Z
Engineering Mechanics DETERMINE THE INTERNAL FORCE OF MEMBER DF FROM THE FIGURE BELOW. Note: for compression, include a negative sign ( - ) and for tension, type answer as is. Use four (4) decimal places during computation and two (2) decimal places for the final answer.
DETERMINE FORCE (N) OF MEMBER EG in the truss shown. F1 = 214 N %D F2 = 876 N %3D F3 = 435 N a = 38 degree X = 15 m. **Note: for compression, include a negative sign (- ) and for tension, type your answer as is. Input your answer in two (2) decimal places only without the unit. В H A C E G F1 F2 F3
1.