1. *1-96. Determine the required cross-sectional area of member BC and the diameter of the pins at A and B if the allowable normal stress is 3 ksi and the allowable shear stress is allow = 4 ksi. 1500 lb -2 ft -4 ft- 1500 lb -2 ft- B 60⁰

1. *1-96. Determine the required cross-sectional area of member BC and the diameter of the pins at A and B if the allowable normal stress is 3 ksi and the allowable shear stress is allow = 4 ksi. 1500 lb -2 ft -4 ft- 1500 lb -2 ft- B 60⁰

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: In the steel structure shown, a 6-mm-diameter pin is used at C and 10- mm-diameter pins are used at…

A: Determine Vertical Displacement of point A in mm

Q: The lapjoint is connected by three 25-mm-diameter rivets. Assuming that the axial load P= 75 KN is…

A: Given:- The lap joint is connected by three rivets having a diameter = 25 mm Axial load distributed…

Q: For the truss shown, determine the normal stress of member AE, FB and CD. Identify if the stress is…

A: For the truss given below, the normal stress of member AE, FB, and CD are to be determined.

Q: Problem 4: A high-strength steel wire CD is restraining an angle bracket ABC which supports a load P…

A: Given : Diameter of wire CD = 1/8 inches Diameter of the pin at B = 1/8 inch Determine the tensile…

Q: Using method of sections solve the stress member DF, DG and EG

A: Given data

Q: write legibly.

Q: Determine the slope at point B of the beam shown in Fig a. EI is constant.

A: We can use superposition method to find the slope at point B.

Q: A built members compose of wide and two plates as shown in figure 120 mm 9 mm 200 mm 10 mm 10 mm 310…

A: given datafigure is given FINDA) moment of inertia along x axisB) maximum flexural stress if the…

Q: 3. The tension member is fastened together using a single bolt as shown. The bolt has a diameter of…

A: Given : Dia of bolt = 0.6 in. Allowable shear stress for bolts = 8ksi Allowable average normal…

Q: < 250 mm A D P = 25 kN B 30 60 C TOP VIEW 280 mm Member AD is fabricated by joining two bars…

A: E=2G(1+μ)μ=E2G-1 GIVEN E=205GPa G=82GPa NOW USING ABOVE FORMULA μ=2052x82-1 μ=.25

Q: Review: Design of simple structures 1. *1-96. Determine the required cross-sectional area of member…

Q: COMPUTE THE SHEARING STRESS IN THE PIN AT B FOR THE MEMBER SUPPORTED AS SHOWN IN THE FIGURE. THE PIN…

Q: The member is to be made from a steel plate that is 0.25 in. thick. If a 1-in. hole is drilled…

Q: G5 // The bar AB is considered to be absolutely rigid and is horizontal before the load of 10000N is…

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: Steel links having the cross section shown are available with different central angles B. Knowing…

Q: a. Determine the maximum flexural stress b. If the nails shown in the cross-section can each support…

Q: Use P = 45 kips and cross-sectional area of each member is 5.25 in^2 .

A: Calculation of reaction: Moment at H: Clockwise moment is taken as positive and Anticlockwise moment…

Q: The lap joint is connected by three 40-mm-diameter rivets. Assuming that the axial load P= 70 kN is…

Q: What is the Maximum Shear Stress, t, on the centric axially loaded member shown? The cross-sectional…

A: Given data : Axial load (P)=40 kipsCross sectional area (A)=2 in2

Q: F = 3.3 kN, a = 2.4 m, b 3 m, c= 2 m, and d = 2 m.

Q: Determine the location e of the shear center, point O, for the thin-walled member having the cross…

A: Given :

Q: 06. The lap joint is connected by three 20-mm diameter rivets. Assuming that the axial load P = 50…

Q: For the beam shown a. Determine the maximum flexural stress b. If the nails shown in the…

Q: DETERMINE TRUSS LOADED 4m 4m 4 104N 10 KN THE STRESS IN EACH MEMBER OF AND SUPPORTED AS SHOWN.…

Q: Review: Design of simple structures 1. *1-96. Determine the required cross-sectional area of member…

Q: The bell crack mechanism shown in Figure is in equilibrium for an applied load of F, = 15KN at A and…

A: Given: Bell Crank, F1 = 15KN, θ=65° Determine F2 = ?

Q: P= 500* -1/2"x2" TENSION MEMBER Problems 5.1 Determine the tensile stress developed in member AB due…

Q: Determine the spacing of rivets in mm. Determine the maximum flexural stress at 1 m from the support…

A: Given: τ=100 Mpa σb=220 MPa bearing stress for single shear rivet σb=280 MPa bearing stress for…

Q: 1. The cross-sectional area of each member of the truss is 1200 mm?. Calculate the stresses in…

Q: displaced 10 mm downward, determine the normal strain in wires CE and BD.

Q: The bell crack mechanism shown in Figure is in equilibrium for an applied load of F, - 15KN at A and…

Q: d B E C 654 P₁ 60 1.L F ( H P2 75 5 panels @ 4.50 m = 22.50 m 4.50 m 6.0 m

A: check the stress in member BD, DE, and EG using method of sections

Q: Problem 4 The joint is fastened together using two bolts. Determine the required diameter of the…

Q: A load of P = 4261 N is acting on member AC. The length of AC is d = 320 mm. The cross-sectional…

Concept explainers

Solid Mechanics

Engineering mechanics is a branch of science that deals with forces causing bulk motion in bodies and the effect that these forces cause on the bodies. Engineering mechanics does not deal with the internal changes that occur on account of these external forces. The internal effects in a body or a material under the action of external forces are studied in a new branch of science called solid mechanics, the strength of materials, or the mechanical behavior of engineering materials.

Question

Review: Design of simple structures
1.
*1-96. Determine the required cross-sectional area of
member BC and the diameter of the pins at A and B if the
allowable normal stress is allow 3 ksi and the allowable
shear stress is allow = 4 ksi.
1500 lb
-2 ft
-4 ft-
1500 lb
B
60°

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

VIEW

Step 2

VIEW

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 truss is subjected to the loading shown. It is supported by a pin at A and a roller at L. Determine the force in members FH, HG and GI, and state if the members are in tension or compression. Present a FBD for every analysis performed. 2.4 kips 0.8 kip 1.6 kips B с 1.6 kips 8 ft D E 8 ft F G 8 ft 1.6 kips 8 ft H 1.6 kips 8 ft J K 0.8 kip obdo 8 ft 6 ft L 14.5 ft
Assume that the clamp shown has been tightened on wooden planks being glued together until P = 420 N. Determine the stress in A and D Find the location of the neutral axis
Flexure stress *please answer in complete solution and Draw the FBd properly and neatly *
A joint in a wooden structure shown has an applied loadF = 50 kN along the axis of the slanted member with anangle of 30°. Determine the bearing stress developedalong the plane ABC.Answer: σb ___________________
Steel type is W310 X 74. P1= 40kN P2= 30kN. Find principal stress and shear stress at point '' a '' and '' b''
1. Answer Set A only
Consider the loads of the figure to be axially applied at sections B, C, and D to the concrete structure supported at A. IW E F P G 5 kN 5 kN A Determine P in kN when member BC is 24 mm in diameter, the axial stress in section F is 588 MPa, and W 309822 N. = 10 kN C 10 kN Rigid -bearing plates
Help me urgent
The assembly shown below is pinned at A & C and A & C are subjected to a double shear. Let each pin diameter be 18 mm, and P = 20 kN. Find the:a) Force at the rod BC (kN) and force acting on pin A (kN)b) Average shear stress at A (MPa), and average shear stress at C (MPa)
Calculate the rod forces FH, EH, and EG of the truss system for the given loading condition using the section method. State whether the rod forces are tensile or compressive.
#2 will upvote anyone who will answer
1-45. The truss is made from three pin-connected members having the cross-sectional areas shown in the figure. Determine the average normal stress developed in each member when the truss is subjected to the load shown. State whether the stress is tensile or compressive. -0.6 in. AAC -3 ft- Auc= 0.8 in.2 AAB 1.5 in. 500 lb B