The rigid beam is supported by the two bars shown in a horizontal position before the load P is applied. If P=250KN, determine the stress in MPa in the bronze rod after decrease in temperature of 32C°. A in mm² L in m a x10⁰/Cº E in GPa STEEL 650 3.5 11.7 200 Da, 85.82 b. 61.71 Dc 63.64 d.75.82 P KN tat 2.5m 3.5m ////////// Steel BRONZE 1450 6.5 25 83 3m Bronze

The rigid beam is supported by the two bars shown in a horizontal position before the load P is applied. If P=250KN, determine the stress in MPa in the bronze rod after decrease in temperature of 32C°. A in mm² L in m a x10⁰/Cº E in GPa STEEL 650 3.5 11.7 200 Da, 85.82 b. 61.71 Dc 63.64 d.75.82 P KN tat 2.5m 3.5m ////////// Steel BRONZE 1450 6.5 25 83 3m Bronze

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: Use the graphical method to construct the shear-force diagram and identify the magnitude of the…

Q: If you were to measure the cross section of a 2 x 4 you would find it to be 38 millimeters wideby 90…

A: Objective: To choose the correct option corresponding to size specifications of cross-section of a…

Q: 7. The grain size distribution curve of a gap graded soil usually shows B. a straight line A. a…

A: To find correct options for the 4 given MCQ based question.

Q: Q2: Locate the center of mass(X,Y) for the Frame assembly (shown in Fig. Down) if each of the three…

Q: A block weighing 200 N rests on a plane inclined upward to the right at a slope of 4 vertical to 3…

A: The given data is: w1=200 N w2=100 N For the block B: T=100 N

Q: Determine the vertical deflection at point A of the steel beam. Use E = 200 GPa and I = 100x10^6…

Q: The compound bar containing steel bronze and aluminum segments carries the axial loads shown in the…

Q: QUESTION 2 PROBLEM 2: Calculate the components of the forces at B and C. A D E F b Given: P= 21 kN a…

Q: Question 2 J10p 180 grams of soil sample is in a cylindrical container, with a diameter of 40 mm and…

A: Given Data: mass of soil sample, w=180 g diameter of cylinder, D=40 mm height of cylinder, H=75 mm…

Q: Please compare and contrast the stiffness vs force methods. Which is preferable for automation?…

A: It is indeterminate structure, Need to identify using either force method and stiffness method.

Q: The lower surface of (100) mts marl bed appears at points (ABC). It is underlain by (100) mts…

A: Scale 1cm = 1000

Q: Problem-10 A clay layer of 5m thick has the initial void ratio of 1.50 and pressure of 120 kN/m2.…

Q: A 4 cm diameter orifice in the vertical side of a tank discharges water. The water surface in the…

Q: Determine the pressure at the top of a 947.1 m tall building under the following conditions:…

A: Answer To calculate the pressure at the top of the building we have Pressure at the bottom of the…

Q: Figure shown below is a gate in the form of circular arc with a central angle of 60° and radius 2m…

Q: Draw the shear and moment diagram for the beam shown below. Given: P (KN) = 110 w (kN/m) = 20 d (m)…

Q: II – Stress Analysis of Trusses 2. Calculate the internal force in members EJ and LC. 2,400. Ibs…

Q: Determine the specific gravity of the fluid if at a point 9.44 m below the surface, the pressure is…

A: Given Depth (h)=9.44m Pressure (P)=121.69 kPa To find Specific gravity

Q: Thanks for answering

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

Q: F = 25kN 1) The socket wrench AB lies in the plane parallel to xy plane. 10kNm The assembly OAB is…

Q: Determine the approximate axial forces, shears, and moments for all the members of the frame shown

A: The columns on both ends of each portal framework are probably identical in size, as they would…

Q: The initial population of a microbe species cultivated in the petri dish is 1200. After 6 hours, the…

Q: A simply supported beam supports the loads shown in Fig . 29.35a . The cross - sectional dimensions…

Q: Calculate the reactions at the supports A and B. Roller support at A and pin support at B. 6m 8m 12m…

Q: Determine the force in each member of the space truss and state if the members are in tension or…

A: Given space truss and asked to solve the forces in the members.

Q: A composite beam is under external loads as shown below. a) Draw the internal shear force and…

Q: (a) What are the recoverable strains obtained at the 1,000th and 80,000th load cycles? (b) What is…

A: Introduction- Therefore, the strains recovered in a crystalline solid are those that can be handled…

Q: 2.1A cantilever beam spans 8 m and carries a uniformly distributed load as shown in Figure 2. Draw…

Q: Using double integration method (DIM), determine the deflection at midspan. Consider El as constant…

A: Given Data EI = constant Find the mid span deflection using Double Integration Method (Macaulay…

Q: 3. The soil profile at a site for a proposed office building consists of a layer of fine sand 9.9m…

Q: I- Shear and Moment Diagram 1. Find the maximum shear and moment values by using the Shear and…

Q: A hydraulic jump is designed to occur in a rectangular open channel . The ratio of the sequent water…

Q: SITUATION 13: For Items 47-50. 47. Determine the rotation at point B. a. 2.709° (counterclockwise)…

Q: Consider the truss shown in (Figure 1). Suppose that Fi = 55 kN and F = 30 kN Part A Determine the…

A: As per our guidelines we are supposed to do only 1 question. Kindly post other question separately

Q: Determine the maximum negative bending moment at point B due to a concentrated live load of 50 kN…

Q: Determine the forces in members BE and CE of the loaded truss. The forces are positive if in…

Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

ASAP Hi! Can you help me with this problem? I'm having trouble answering this, I will give thumbs up for your answer. Thank you!

The rigid beam is supported by the two bars shown in a horizontal position before the load P is applied. If P=250KN, determine the stress in MPa in the bronze rod after decrease in temperature of 32C°.
A in mm²
L in m
ax10 /cº
E in GPa
STEEL
650
3.5
11.7
200
a. 85.82
Ob.61.71
c. 63.64
d. 75.82
P KN
RAF
2.5m
3.5m
V
Steel
BRONZE
1450
6.5
25
83
3m
Bronze

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

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 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

The uniform beam is supported by two rods AB and CD that have cross-sectional areas of 12 mm² and 18 mm², respectively. Determine the position d in m of the distributed load so that the average normal stress in each rod is the same. D 4kN/m A' 5m (A) 1 (в) 2 с) з D
Hi can you answer quickly please
Diameter 48mm Length0.95m
Problem 16.3: The temperature of the solid 20mm diameter post CD is increased by 50°C. Determine the force developed in the post. Both the post and the beam are made of A-36 steel which has the properties listed below. The beam has moment of inertia 1-255-105mm². E = 200GPa, v=0.32; a=12.10% / °C Assume that there is no temperature increase in the beam ABC. 1.5m ** B 2.5m 3m
SITUATION 1. The quarter circular plate is subjected to forces asshown. If the plate weighs 50 kg, and assuming equilibrium.a. Determine the reaction ? in the ball-and-socket joint A.b. Determine the reaction ? in the roller at B.c. Determine the tension ? in the chord CD.
Determine the deflection at point C. The reaction at the roller support is 1.6 w0L
a. The beam shown is supported with a hinge support at A and a roller support at B. Determine the support reactions if the beam is in equilibrium. The triangular load varies from 0 to 1kN/m. and there is a clockwise couple of 10kN-m at B. The 2kN concentrated load at the right end is directed up. 3m -Im 2KN
Determine the moment M in kN-m that must be applied to the beam to create maximum stress of 97 MPa. Where tf = 22 mm andd=295 mm 300mm tf 30mm tf 30mm
350 mm 25 mm 40 mm Q11. Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at A and E. For the loading shown and knowing that E, = 200 GPa and E, = 105 GPa, determine а. the reactions at A and E. b. the deflection of point C. Dimensions in mm 180- 100 -120-- 100 Cl DI E Steel B Brass 60 kN 40 kN 40-mm diam. 30-mm diam. pla 6 k Q12. In a standard tensile test of a steel rod of 22-mm diameter is subjected to a tension force of 75 kN. Knowing that v = 0.3 and E = 200 GPa, determine the elongation of the rod in a 200-mm gage length. b. the change in diameter of the rod. dec mm mod a. mate
Problem 4: A high-strength steel wire CD is restraining an angle bracket ABC which supports a load P at A. Diameter of wire CD is 1/8 of an inch and the diameter of the pin at B is 1/8 of an inch. Determine the tensile stress in wire CD and the direct shear stress in the pin at B. dw C 4 in. dp B 15° 5 in: View a-a of B P = 200 lb.
Question I The frame in Figure I has a fixed support at D and pinned support at A. The frame has a constant El. Use the method of flexibility coefficient and compute the: a) Flexibility coefficients b) Compatibility equations c) Restraining bending moment at the support A Note: Use the support at D as the redundant 2 kN/m B 40 kN E D 6 m Figure I 4.5 m | 3m 3m + A
Problem (5) The simply supported beam AB is used to support the following loadings as shown. Weight for the beam is neglected. Determine the internal forces at: • Point C located at distance 2m from A. Point D. 10KN 2 AN/m 5 m 3m -2m-