For questions 1 to 5, consider a bent rod fixed at the wall at A and is acted upon by a 20- N force (parallel tothe z-axis) and a 50-N force (parallel to the y-axis) applied at points B and C, respectively.yZARx, MxRy, Mx, My, MzRx, Ry, Rz, My, MzRx, Ry, Rz, Mx, My, Mz-4 m-C-2 m-50 N20 N.xBX5. Which of the following are the reactions at the support at A? R are force reactions and M are moment reactions.

Answered: Image /qna-images/answer/f04ea240-8758-425e-85f1-109334b9cf8b.jpg

For questions 1 to 5, consider a bent rod fixed at the wall at A and is acted upon by a 20- N force (parallel to the z-axis) and a 50-N force (parallel to the y-axis) applied at points B and C, respectively. y N A Rx, Mx Ry, Mx, My, Mz Rx, Ry, Rz, My, Mz Rx, Ry, Rz, Mx, My, Mz -4 m- C -2 m- 50 N 20 N B X 5. Which of the following are the reactions at the support at A? R are force reactions and M are moment reactions.

For questions 1 to 5, consider a bent rod fixed at the wall at A and is acted upon by a 20- N force (parallel to the z-axis) and a 50-N force (parallel to the y-axis) applied at points B and C, respectively. y N A Rx, Mx Ry, Mx, My, Mz Rx, Ry, Rz, My, Mz Rx, Ry, Rz, Mx, My, Mz -4 m- C -2 m- 50 N 20 N B X 5. Which of the following are the reactions at the support at A? R are force reactions and M are moment reactions.

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

A structural steel rod 1(1)/(2) inches in diameter and 25 feet long, in supporting a balcony, carries a tensile load of 29k;E=29 xx10^(3)ksi. a. Find the total elongation delta of the rod. b. What diameter d is necessary if the total delta is limited to 0.1 inch?
A fluid having a specific gravity of 0.869 and dynamic viscosity of 0.0814 Pa-s flows through a cast iron pipe at a velocity of 1m/s. The pipe is 50 m long and has a radius of 75mm. Solve for the shearing stress at the walls of the pipe in Pa. Round your answer to 2 decimal places.
Using CONJUGATE BEAM METHOD, Consider 150 mm x 200 (b x h) mm section and E = 80 GPa. Enter the absolute value only and round-off your answer to 3 decimal places. GIVEN: a = 2.4 m b = 14.8 kn/m c = 45 KN QUESTIONS: 1. Determine the REACTION at D in KN. 2. Determine the MOMENT REACTION at A in KN-M. 3. Determine the DEFLECTION at B in MM. 4. Determine the DEFLECTION at C in MM. THANK YOU! PLEASE ANSWER ALL. ❤️
A line was measured to be 2682.35m using a 30m steel tape supported throughout its length under a pull of 4.4kg. The mean temperature during measurement is 34 degree Celsius. The tape used has a cross sectional area of 0.03 square centimeters and has a standard length of 20degree Celsius under a pull of 5.5kg. The modulus of elasticity of the tape material is 2 x 10^6 kg/cm^2 and the coefficient of thermal expansion is 0.0000116 per degree Celsius. a. Determine the error due to temperature change. b. Determine the error due to tension. c. Determine the corrected length of the line.
A 5.0m simple beam supports the given floor loads Wu and a concentrated load Pu due to the wall transverse to the given beam. Answer the following questions given the sections of the beam. Calculate the effective depth of the section in PART A in mm.0 Use 3 decimal places in all your computations except for strain and rho(5 decimal places).
Determine the magnitudes of the components of F acting along and perpendicular to segment BC of the pipe assembly.
b. Calculate "P" in KN considering tension failure on net area Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mm
no. 2 A 25mm flat bar shown in the figure is suspended vertically from the large end. If P=20kN is applied at shown. Determine the total change in length of the bar.
A steel pipe has a diameter of 36 inches, and it carries water with a head of 750 ft 1. Determine the internal pressure on the pipe. 2. Calculate the wall thickness of the steel pipe needed to resist the static pressure if the allowable working stress for the steel pipe is 16,000 psi. 3. Evaluate the tangential force on the steel pipe. Assume that the hoops are spaced at 1 in. Use PDS = 2T Note: Answer the situations with complete solutions. Write your final answer in two decimal places. Please use the correct unit and box the final answer Thank you
Question 1. Specify the forces applied to the beams of the beam structure and the load patterns of the horizontal bar BDF. Question 2. Calculate the cutting force developed by the cutters shown in the picture, as well as the force applied to the hinge pin cutting force: (10kp = 100N)
A tied column 300 x 350 mm as shown in the figure is reinforced with 6 pieces steel barshaving fy = 414 MPa and fc’ = 21 MPa as shown in the figure. The column is to resist a factoredload of 1200 kN and factored moment of 280 kNm. Using the interactiondiagram, determine the following:a. eccentricity, eb. steel ratioc. diameter of the steel bars
The figure above is a skycam which is supported by 2 wires (assume that no wires holding at the top of this device). Assume that the wires are 0.05 inches diameter. If the skycam weighs 77 lbs, then the tensile stresses of wire 1 and wire 2 are Blank 1 ksi and Blank 2 ksi respectively. SN= 77