P5.8 A steel [E = 200 GPa] bar (1) supports beam AB, as shown in Figure P5.8. The cross-sectional area of the bar is 600 mm². If the stress in the bar must not exceed 330 MPa and the maximum deformation in the bar must not exceed 15 mm, determine the maximum load P that may be supported by this structure. Use dimensions of a = 5.0 m, b = 3.0 m, and c = 6.5 m. с a (1) FIGURE P5.8 b B

P5.8 A steel [E = 200 GPa] bar (1) supports beam AB, as shown in Figure P5.8. The cross-sectional area of the bar is 600 mm². If the stress in the bar must not exceed 330 MPa and the maximum deformation in the bar must not exceed 15 mm, determine the maximum load P that may be supported by this structure. Use dimensions of a = 5.0 m, b = 3.0 m, and c = 6.5 m. с a (1) FIGURE P5.8 b B

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: 3. A solid 5/8-in. steel [E = 29,000 ksi] rod (1) supports beam AB, as shown in Figure. If the…

A: The given data is shown below: Diameter=58-in.E=29000 ksiStress=30 ksiMaximum deformation=0.25 in.

Q: A pin-connected structure is supported and loaded as shown. Member ABCD is rigid and is horizontal…

Q: 50 ft and b = 5.40 ft. If the normal stress in each member must not exceed 35 ksi, determ upported…

Q: Three plates are welded together to form the section shown. Dimensions of the cross section are b =…

Q: 3m В G P E 3m C D

Q: eformation sustained by members CG, AF, 12 kips

A: Given:- 8 kips,12kips To find:- deformation sustained by members CG,AF,FG

Q: A pin-connected truss is loaded and supported as shown. Each aluminum member has a cross-sectional…

A: GIVEN DATA:-⇒a = 4.25 ft⇒b = 5.10 ft⇒A = 2.1 in2⇒σ = 35 ksi

Q: Determine the maximum compressive bending stresses (MPa) in the beam shown

A: Moment in portion AB:

Q: Find the stresses at points A and B. 0.75 30 kv 2 S.lid

Q: A steel [E = 200 GPa] bar (1) supports beam AB. The cross-sectional area of the bar is 660 mm2. If…

Q: The initial compressive force of a steel column can be determined by Euler's buckling formula. The…

Q: A laminated plastic beam of square cross section is built up by gluing together three strips, each…

Q: ine the maximum load Pmax that may be supported by the st boo b B b

Q: Formül; T Tmaks TL 2 5 için = 2 =(1- 0,630b/a) M2(Izy.z-ly-y) + M,(1,.z – Izy-y) 1.ly - Izy Ox + dy…

Q: need the answer as soon as possible

Q: A solid 5/8-in. steel [E = 29,000 ksi] rod (1) supports beam AB, as shown in Figure. If the stress…

A: Given : steel dia = 5/8 in E = 29000 ksi Allowable stress in rod = 30 ksi max. allowable deformation…

Q: A structural beam subjected to sagging bending has a cross-section which is an unsymmetrical l-…

Q: Three plates are welded together to form the section shown. Dimensions of the cross section are b =…

Q: A pin-connected truss is loaded and supported as shown. Each aluminum member has a cross-sectional…

A: Given : A pin-connected truss is loaded and supported as shown. Each aluminum member has a…

Q: Three plates are welded together to form the section shown. Dimensions of the cross section are b =…

Q: Three plates are welded together to form the section shown. Dimensions of the cross section are b=…

A: Shear force : Unaligned forces pushing one section of a body in one direction and another part of…

Q: The members of the truss are 25mmx50mm in cross section. Determine the maximum load P that can be…

A: we have to determine the maximum load P

Q: A pin-connected truss is loaded and supported as shown. Each aluminum member has a cross-sectional…

A: Given data- Cross sectional area of Truss member = 3.6 in2 Maximum normal stress in each member = 50…

Q: A pin-connected truss is loaded and supported as shown. Each aluminum member has a cross- sectional…

Q: P A (0) B (2) (3) FIGURE P1.6/7 P1.7 WP Axial loads are applied with rigid bearing plates to the…

Q: the bars and truss have a cross section of 250mm^2. If thr maximum average axial stress in any bar…

A: Given :

Q: Compute the average normal stress in each member of the truss below. Each member has a circular…

A: Given:Circular cross-section diameter= 0.75 inch Required:Average normal stress in each member

Q: Three plates are welded together to form the section shown. Dimensions of the cross section are b =…

Q: Question 2: Two-pinned connected bars supported the rigid member BC as shown. A vertical load of 25…

A: Stresses in both the bar is same.Determine the distance x.

Q: A solid steel bar of diameter di = 1.3 in. is enclosed by a steel tube of outer diameter dz = 2.45…

A: Given D1= 1.3 in d2= 1.95 in ,. d3 = 2.45 in T= 4900 lb-in G= 11.4× 106 psi

Q: 8 kN 4 m 15 kN 5 kN 2 m 2 kN 2m 2m A B с D E The aluminum rod shown has a diameter of 20 mm and is…

A: Given: diameter, D = 20 mm E = 70 GPa

Q: The two vertical steel [E = 200 GPa] rods that support rigid bar ABCD are initially free of stress.…

Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

P5.8 A steel [E = 200 GPa] bar (1) supports beam AB, as shown
in Figure P5.8. The cross-sectional area of the bar is 600 mm².
If the stress in the bar must not exceed 330 MPa and the
maximum deformation in the bar must not exceed 15 mm,
determine the maximum load P that may be supported by this
structure. Use dimensions of a = 5.0 m, b = 3.0 m, and c = 6.5
m.
с
a
(1)
FIGURE P5.8
b
B

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: Given data

VIEW

Step 2: load due to stress

VIEW

Step 3: load due to deformation

VIEW

Solution

VIEW

Step by step

Solved in 4 steps with 4 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

A pin-connected truss is loaded and supported as shown. Each aluminum member has a cross-sectional area of A= 2.9 in.2. Assume a = 3.50 ft and b=4.20 ft. If the normal stress in each member must not exceed 25 ksi, determine the maximum load Pmax that may be supported by the structure. D Answer: Pmax= i b B b kips
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
For the plane truss shown below loaded with a 200 kN force, determine the amount of deformation in membes (AB) & (AD) if their cross- sectional areas are known to be AB= 2500 mm² & AAD = 2000 mm² (assume E 200 GPa) 4 m B D 200 KN 2.5 m
For the section shown, if the distance from the N.A to the steel centroid is 350 mm, 1944.4 x 10^6 mm^4, Es = 200 GPa, Ec = 20 GPa and M = -50 kN.m, then the strain in steel is b P -185.3 MPa O -926 x 10^-6 O 926 x 10^-6 O 185.3 MPa O zero O
Three plates are welded together to form the section shown. Dimensions of the cross section are b= 4.7 in., d = 14.1 in., a = 2.8 in., and t= 0.5 in. For a vertical shear force of V = 42 kips, determine the shear flow through the welded surface at B. B a b Answer: kip/in.
The two vertical steel [E = 200 GPa] rods that support rigid bar ABCD are initially free of stress. Rod (1) has an area of A1 = 410 mm2 and a length of L1 = 3.2 m. Rod (2) has an area of A2 = 355 mm2 and a length of L2 = 1.3 m. Assume dimensions of a = 3.4 m, b = 1.2 m, and c = 1.5 m. After a load of P = 50 kN is applied to the rigid bar at D, determine: (a) the normal stresses in rods (1) and (2) (b) the magnitude of the downward deflection of the rigid bar at D. y,v (2) L2 a B C D x,u Rigid bar |(1) Answer: (a) o1 = i MPa 02 = i MPa (b) VD = i mm
Steel type is W310 X 74. P1= 40kN P2= 30kN. Find principal stress and shear stress at point '' a '' and '' b''
4.15 Knowing that for the casting shown in the figure the allowable stress is 6 ksi in tension and 15 ksi in compression, determine the maximum couple M that can be applied.
3
A pin-connected truss is loaded and supported as shown. Each aluminum member has a cross-sectional area of A = 3.7 in.². Assume a = 4.75 ft and b = 5.70 ft. If the normal stress in each member must not exceed 60 ksi, determine the maximum load Pmax that may be supported by the structure. a D Answer: Pmax = i b B E b kips P
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