Item 3 The three bars are made of A-36 steel and form a pin- connected truss. Figure 1 of 1 5 ft 5 ft < > Part A If the truss is constructed when T₁ = 50° F, determine the vertical displacement of joint A when T₂ = 150° F. Each bar has a cross-sectional area of 2 in². (Figure 1) Express your answer with the appropriate units. 8A = 200 XO 응 Value in x.10n ?

Item 3 The three bars are made of A-36 steel and form a pin- connected truss. Figure 1 of 1 5 ft 5 ft < > Part A If the truss is constructed when T₁ = 50° F, determine the vertical displacement of joint A when T₂ = 150° F. Each bar has a cross-sectional area of 2 in². (Figure 1) Express your answer with the appropriate units. 8A = 200 XO 응 Value in x.10n ?

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

calculate the force on Member IH in Kips by method of sections. Express your answer in 2 decimal places. Include (-) negative sign if the force is compression.
Determine the forces in members BC and CG. The forces are positive if in tension, negative if in compression. A 23 kips Answers: BC= CG= i B 13' G i 14' 13' C F 13' D 66° E kips kips
Instructions: Please show complete solution. _ Thank you!
- A uniform beam (EI = constant) PQ in the form of a quarter-circle of radius R is fixed at end P and free at the end Q, where a load W is applied as shown. The vertical downward displacement, 8 WR at the loaded point Q is given by: 8 = B EI Find the value of ß(correct to 4-decimal places). Q P ported a R W
Consider the truss structure in the figure below. All diagonal members have axial stiffness EA, while the chord members have axial stiffness of 2EA. Using unit load method, find the vertical deflection at joint B. Feel free to use a spreadsheet to help with the tedious calculations, but please be sure the calculation steps are well set out.
The horizontal bar ABC is supported by a pin at A and two rods with identical cross-sectional areas. The rod at B is steel and the rod at C is aluminum. Neglecting the weight of the bar, determine the force in each rod when the force P = 10 kips is applied. Use Est = 29 x 106 psi and Ebr = 12 x 106 psi. %D Steel Bronze A В C e-3 ft - 2.5 ft 1.5 ft VP
The W10 x 15 cantilever beam is made of A-36 steel and is subjected to the loading shown in (Figure 1). Assume w= 4.0 kip/ft. Figure W 6 ft- -6 ft- Part A Determine the slope of the beam at end B, measured counterclockwise. Express your answer in radians to three significant figures. OB = Submit Part B UB= 17| ΑΣΦ 箔 Submit Request Answer Determine the displacement of the beam at end B. Express your answer in inches to three significant figures. Enter positive value if the deflection is upward and negative value if the deflection is downward. 17 ΑΣΦ VO ↓↑ vec Request Answer ? vec rad ? in.
Problem 5.6 Determine the force in each member of the truss. Set P = 3.1kN and P2 = 2.3kN . 30 30 C 3 m 3 m Part A Determine the force in member AB. Express your answer with the appropriate units. HẢ FAB = Value Units
#2 will upvote anyone who will answer correctly. Correct decimal places please. Thanks
GIVEN: Bars A and C are made of steel and bar B is made of brass. Each bar has a cross-sectional area of 4 in? Esteel = 30 x 10° ksi Ebrass = 15 x 10³ ksi REQ'D: The force in the brass bars and the forces in the steel bars when P = 10 kips Lo003 in.gap 18 in. steel sleel Ass
UPVOTE will be given! Please write the solutions completely and legiby. Box the final answer. Strength of Materials
Determine the shear force 6.24 ft to the right of point A for the beam shown belowif T = 1195 lb ft, W = 199 lb/ft, a = 5.46 ft, b = 3.4 ft, and c = 3.4 ft. Round of the final answer (in lb) to four decimal places. W A D B a C T |— ³ · →|←▬▬▬ 9