A column of square section 40 mm x 40mto the ground carries an eccentric load P of 1600mm, fixedN as shown in the figure.eP40mmB40mmIf stress developed along the edge CD is -1.2 N/mm², the stress along the edge AB will be(a) - 1.2 N/mm²(b) + 1 N/mm²(c) + 0.8 N/mm²(d) - 0.8 N/mm²Cro

Answered: Image /qna-images/answer/4272623d-61c2-4a68-9732-9ed35a43620a.jpg

A column of square section 40 mm x 40 mm, fixed to the ground carries an eccentric load P of 1600 N as shown in the figure. HeAP 40mm B 14 40mm If stress developed along the edge CD is - 1.2 N/ mm², the stress along the edge AB will be (a) - 1.2 N/mm² (b) + 1 N/mm² (c) + 0.8 N/mm² (d) - 0.8 N/mm² RO

A column of square section 40 mm x 40 mm, fixed to the ground carries an eccentric load P of 1600 N as shown in the figure. HeAP 40mm B 14 40mm If stress developed along the edge CD is - 1.2 N/ mm², the stress along the edge AB will be (a) - 1.2 N/mm² (b) + 1 N/mm² (c) + 0.8 N/mm² (d) - 0.8 N/mm² RO

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Topic: Strema A 750-mm high cylinder carries a load P which produces a normal stress at its cross-sectional area and a shear stress at its lateral surface area. Find its diameter if these stresses are equal. Choices: A. 3.0 m B. 4.5 m C. 1.5 m D. 6.0 m
2-Question 2) In the system given in the figure, a distributed load of w=85 kN/m acts on the rod AB of L=6 m length. The angle that the BC bar makes with the horizontal is @=58°. The normal stress allowed for the bar BC is Om= 242 MPa, and the allowable shear stress for the pins at points A and B is Tm=75 MPa. Bar BC has a rectangular section and the side length a of the section is given as a=39 mm. According to this;Question 2-A) Find the smallest b side length required for the bar section BC. (Write your result in mm.)Question 2-B) The connection type at point B is given in the figure next to it. Accordingly, find the smallest diameter required for pin B. (Write your result in mm.)
From the given figure below and its properties, calculate the stress at the top where at the fixed end. (MPa) Properties: Beam width = 274 mmBeam height = 419 mmWLL = 8.86 kN/mWDL = 12.6 kN/mPu = 7 kNSpan of the beam = 8 mPrestressing force = 399 kNeccentricity = 127 mm
The T-beam given in the figure is made of two 250 mm x 25 mm section wooden planks. Wooden planks as It was brought together by being nailed like. a) Draw the shear and moment diagrams (influence lines) of the beam. The greatest shear and bending force acting on the beam Determine where and where the moment occurs. b) If the permissible safe axial stress σsecurity in the beam = 10 MPa and the safe shear stress τ = 0.7 MPa, calculate whether this beam is safe under loading. c) When the planks are fixed to each other, if the force that a nail can safely carry is 400 N, between the nails Find the highest distance about. Note: There is a fixed bearing at the A point and a sliding bearing at the C point.
A simply supported 4-m long beam is made up of 80% grade Kato. The beam is carrying a uniform load of 12 KN/m all through out its length and a concentrated load of 800 N 1 meter from the left support. The cross-sectional area of the beam is indicated below. a. What is the moment of inertia (in mm4) of the cross-section of the beam? b. What is the value of Q (in mm3)? c. What is the actual bending stress of the beam in MPa? d. What is the actual shearing stress of the beam in MPa?
Question 2) In the system given in the figure, a distributed load of w=36 kN/m acts on the rod AB of L=4 m length. The angle θ that the bar BC makes with the horizontal is θ=48°. The allowable normal stress for bar BC is σm= 221 MPa, and the allowable shear stress for pins at points A and B is τm=68 MPa. Bar BC has a rectangular section and the side length a of the section is given as a=34 mm. According to this;Question 2-A) Find the smallest b side length required for the bar section BC. (Write your result in mm.)Question 2-B) The connection type at point B is given in the figure next to it. Accordingly, find the smallest diameter required for pin B. (Write your result in mm.)
A rigid beam is being supported by three suspender bars made of bronze and loaded as shown in the figure. The cross-sectional area of each bar is 450 mm2. Determine the average axial stress in each bar. q = 5 t = 0
A solid 0.78-in.-diameter shaft is subjected to the torques shown. The bearings shown allow the shaft to turn freely. Determine the shear stress magnitude in shaft (3). a.)3.86 ksi b.) 3.51 ksi c.) 3.15 ksi d.) 5.38 ksi e.) 4.85 ksi
A bar with a cross section of 2320 mm2 P = 180 kN carrying pressure force Rod length L = 50 cm and Modulus of Elasticity, E = 140 GPa Calculate the normal stress that will occur in the rod andFind the changed height
For a 175mm square compression member 2.1m in length, calculate the Euler's buckling stress in MPa. Express your answer in 2 decimal places.
Refer to the photo provided and please make sure your handwriting is readable a = 1.01 m b = 2.02 m c. 1.505 m d. 4.505 m P1 = 6.06 kN P2 = 24.04 kN 1. Compute the resultant reaction at I in kN. 2. Compute force member DE in kN 3. Compute normal stress in member CE in kN/m2 if the value of the area is A mm2.
The following beam is supported by an aluminum bar at C, a steel bar at B, and a brass bar at D. The distance b is equal to 50 mm. The data is shown in the table:If the maximum rotation that can occur at point A is 0.25 radians clockwise, determine: a. The maximum force P that can be applied. Answ: 28347.97 kNb. The normal stress in the aluminum, steel, and brass bars. Answ: 25 000 MPa, 17500 MPa, 25937.5 MPa