Plot the magnitude of the resultant R of the three forces as a function of 0 for 0 ≤ 0≤ 360°. After you have the plot, determine the value of which makes the magnitude R of the resultant of the three loads (a) a maximum and (b) a minimum. Record the magnitude of the resultant in each case. Use values of = 79° y = 15°, F₁-66 N, F2-111 N, F3-71 N. Answers: (a) maximum R- i N when - i 0 (b) minimum R = i N when 0- i

Plot the magnitude of the resultant R of the three forces as a function of 0 for 0 ≤ 0≤ 360°. After you have the plot, determine the value of which makes the magnitude R of the resultant of the three loads (a) a maximum and (b) a minimum. Record the magnitude of the resultant in each case. Use values of = 79° y = 15°, F₁-66 N, F2-111 N, F3-71 N. Answers: (a) maximum R- i N when - i 0 (b) minimum R = i N when 0- i

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

STRENGTH OF MATERIALS UPVOTE WILL BE GIVEN. Please write the complete solutions and answer all the subquestions. a. Graph the shear and moment diagram b. Find the value and location of Maximun Shear and Maximum Moment c. Give short explanation/analysis on the shear and moment diagram. (3 sentences or more)
Date: behind a semi circular gate, AB with Water is contained radius of R = 2 m- The gate is hinged at põint A. By neglecting the weight of the _gate, identify the horizontal force at point B needed +o hold the gate place B-> Fo R = 2 m water Figure: Semi cîrcular ga te
please show the complete solution/computation. thank you..
For the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 6.9 × 104 kN·m2 is constant for the beam; w = 6.4 kN/m, LHA = 3.0 m, LAB = 6.0 m.
Plot the magnitude of the resultant R of the three forces as a function of @ for 0≤0≤ 360%. After you have the plot, determine the value of 0 which makes the magnitude R of the resultant of the three loads (a) a maximum and (b) a minimum. Record the magnitude of the resultant in each case. Use values of d = 55° w = 16°, F₁ = 55 N, F₂ = 113 N. F3 = 73 N. F₁ F₂ N when 8= N when 8= F₁ Answers: (a) maximum R= (b) minimum R = 70
Consider the following:(a) A cylinder having a mass of 250 kg is to be supported by the cord which wraps over the pipe. Determine the largest vertical force F that can be applied to the cord without moving the cylinder. The cord passes two times over the pile, β = 3π. Assume μs = 0.2. (b) Does putting masking tape between the cord and the pipe increase or decrease the largest force if adding tape increases the coefficient of static friction? Explain.
W
Step 2 1st condition Bending moment at hinge D =0 Rc*2 = (3*2)*(2/2) Rc = 3 KN Rc = 3 KN (upward) could you explain where these numbers coming? Why that divided by two? and is formula like this: 3kN/m*2m*2m/2m? 2nd condition Bending moment at hinge F =0 RB*2= (3*4)*(3+4/2)-3*7 RB = 19.5 KN RB = 19.5 KN ( upward) Same this formula If you can explain this like drawing this on paper and write where all meters and number come, that would be help me. If you could also tell the direction, where you would calculation them
Part A The beam is subjected to a uniform dead load of 1.4 kN/m and a single live load of F = 35 kN . Assume A is a pin, and B is a roller. Follow the sign convention. (Figure 1) Determine the maximum bending moment created by these loads at C. Express your answer to three significant figures and include the appropriate units. (Mc)max = 130 kN-m Submit Previous Answers Correct Correct answer is shown. Your answer 130.2 kN.m was either rounded differently or required for this part. Part B Determine the maximum positive shear at C. Express your answer to three significant figures and include the appropriate units. Figure 1 of 1 (Vc)max = Value Units 6 m 6 m Submit Previous Answers Request Answer X Incorrect; Try Again; 3 attempts remaining
The distribution of soil loading on the bottom of a building slab is shown. Replace this loading by an equivalent resultant force and specify its location, measured from point O.
NOTE: DO NOT ROUNDOFF ON INTERMEDIATE STEPS!