PROBLEM 2:As shown in the Figure, a rigid beam with negligible weight is pinned at one end and attached to twovertical rods. The beam was initially horizontal before the load W=35.11 kips was applied. For the steelrod: A = 0.5 in^2, L = 90 in. For the bronze rod: A = 2 in^2, L = 30 in. Determine the following:1. Force in the steel rod2. Force in the bronze rod3. Stress in the steel rod4. Stress in the bronze rod5. Vertical movement of W, OWBronzeE = 12 x 10° psiE = 29 x 106 psi1-3 ft→8 ftA6. Vertical movement at the bronze rod, õbr7. Vertical movement at the steel rod, öst8. Vertical reaction at the pinned end (include sign)9. Shearing stress in the pin at A assuming thediameter of the pin is 1.5 inches (assume double shear)WSteel4 ft →>>lbslbspsipsiinininlbspsi

"Since you have posted a question with multiples subparts, we will solve first three for you. To get…

PROBLEM 2: As shown in the Figure, a rigid beam with negligible weight is pinned at one end and attached to two vertical rods. The beam was initially horizontal before the load W=35.11 kips was applied. For the steel rod: A = 0.5 in^2, L = 90 in. For the bronze rod: A = 2 in^2, L = 30 in. Determine the following: 1. Force in the steel rod 2. Force in the bronze rod 3. Stress in the steel rod A Bronze E = 12 x 10° psi -3 ft→ 8 ft Steel E = 29 x 106 W psi 4 ft-> lbs lbs psi

PROBLEM 2: As shown in the Figure, a rigid beam with negligible weight is pinned at one end and attached to two vertical rods. The beam was initially horizontal before the load W=35.11 kips was applied. For the steel rod: A = 0.5 in^2, L = 90 in. For the bronze rod: A = 2 in^2, L = 30 in. Determine the following: 1. Force in the steel rod 2. Force in the bronze rod 3. Stress in the steel rod A Bronze E = 12 x 10° psi -3 ft→ 8 ft Steel E = 29 x 106 W psi 4 ft-> lbs lbs psi

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

The rigid bar of negligible weight is supported as shown in the figure. If W = 104 kN, compute thetemperature change of the assembly that will cause a tensile stress of 50 MPa in the steel rod. Use the following data:
(unit is in kN).
SHOW SOLUTION AND ILLUSTRATION
Three bars AB, AC, and AD are pinned together as shown in the figure. Initially, the assembly is stress free. Horizontal movement of the joint at A is prevented by a short horizontal strut AE. Calculate the stress in aluminum bar AC and steel bar AD. Also, find the force in the strut AE when the assembly is used to support the load W = 12.50 kips. For each steel bar, A = 0.4 in2 and E = 29 × 106 psi. For the aluminum bar, A = 0.8 in2 and E = 10 × 106 psi.
Three bars AB, AC, and AD are pinned together as shown in the figure. Initially, the assembly is stress free. Horizontal movement of the joint at A is prevented by a short horizontal strut AE. Calculate the stress in aluminum bar AC and steel bar AD. Also, find the force in the strut AE when the assembly is used to support the load W = 12.50 kips. For each steel bar, A = 0.4 in² and E = 29 × 106 psi. For the aluminum bar, A = 0.8 in² and E = 10 × 106 psi. B с D 20% Steel E Aluminum 35 W A Steel L
For the truss shown on the figure, determine: Stress at element 4 if u3= 0.175 in and v3=0.5 in A=10in^2 E=30*10^6 moder onfront O O Ⓒ e 20 A Ⓡ O P-1000 > 15 A P-1000 b
Problem 3 For the compound beam shown in Figure 4, determine the reaction forces, calculate the stress in each member, and determine the deformation in each beam using the Direct Stiffness Method. 3 ft 2 ft 2 ft y 500 lb 300 ft-lb 1= 0.948 in ¹ E = 30 106 psi I = 0.198 in ¹ E = 30-106 psi
A rigid bar AB is supported by three rods. A load P = 375 kN is applied to the bar. The modulus of elasticity of copper is 110 x 10^6 kN/m^2 and modulus of elasticity of steel is 200 x 10^6 kN/m^2. a. Determine the deformation in the rods (in mm).
8. A rigid bar AB is supported by three rods. A load P = 350 kN is applied to the bar. The %3D modulus of elasticity of copper is 110 x 10^6 kN/m^2 and modulus of elasticity of steel is 200 x 10^6 kN/m^2. Steel rod A = 900 sq. mm Steel rod A = 900 sq. mm 2 m |Copper A = 1200 sq. mm 2 m A B 1 m - 1 m Determine the deformation in the rods (in mm). * Your answer Вack Next Clear form Never submit passwords through Google Forms. This form was created inside of Saint Louis University, Inc..
Determine the bending stress (in Pa) at the top of the beam at point C for the beam shown belowif P = 1639 N, T = 4678 Nm, a = 0.75 m, b = 1.07 m, c = 0.94 m, w = 44 mm, and h = 75 mm . Round off the final answer to one decimal place.
Bronze Steel Steel W = 40 kips %3D 2 ft 2 ft 2.
A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as shown in the figure. Axial loads are applied at the positions indicated. If P = 3000 Ib and the cross sectional area of the rod is 0.5 in^2, determine the stress in each section. Steel Bronze 4P | Aluminum | P 2 ft 3 ft 2.5 ft а. Stress (st) = 19 ksi, Stress (al) = 25 ksi O b. Stress (st) = 16.5 ksi, Stress (al) = 24.2 ksi O c. Stress (st) = 24 ksi, Stress (al) = 18 ksi O d. Stress (st) = 26 ksi, Stress (al) =17 ksi