PROBLEM 2 25 Points 60 kN 45 kN/m X A B C D 2.5 m 2.5 m 4 m Draw the shear-force and bending-moment for the beam shown in figure. You can use any method but you need to show your calculations. Label all significant points on each diagram and identify the maximum moment along with its location. Clearly differentiate straight-line and curved portions of the diagrams. Points 25 Distribution Drawing of SF and BM: 10 Calculation of SF and...
Question 15 For the truss shown in the figure below, determine the vertical reaction force at support A 5 kN 3 m 45 1 m 2 m +5 KN + 4.3 kN -3 kN -5 kN Question 16 For the truss shown in the figure below, determine the horizontal reaction force at support D: 5 kN 45° 1 m 2 m + 15 kN - 12.5 kN 0 kN +5 kN Question 17 For the truss shown in the figure...
A line load of 144.5 kN/m acts 1.1 m from the heel of a 2.5 m
high retaining wall. Calculate additional vertical thrust (kN/m of
wall) on the step of heel due to the line load.
1.1 m WA 0.5 3 Dimensons in metres 0.75 l 0.5 0.5 Toe Heel
1] Determine the reactions at the supports. (20 points) 3 kN 3 m 6 kN 8 kN 2 m
1] Determine the reactions at the supports. (20 points) 3 kN 3 m 6 kN 8 kN 2 m
Design circular-spiral column on A. (A is on the hinge)
Given: f'c=28 MPa fy=420 MPa
Wo 40 kN/m and WL 15 kN/m 2.5 m
Wo 40 kN/m and WL 15 kN/m 2.5 m
Design the T-section beam for the following:
Given: f'c=28 MPa fy=420 MPa
Wo 40 kN/m and WL 15 kN/m 2.5 m
Wo 40 kN/m and WL 15 kN/m 2.5 m
The width d = 13.5 mm . Figure < 1of1() 3 kN/m 2.5 kN/m 0.6 m 100 mm18 mnm 150 mm 100 mm 18 mm Part A Determine the maximum shear stress acting in the fiberglass beam at the section where the internal shear force is maximum. (Figure 1) Express your answer to three significant figures. vec Tmax = MPa Submit Request Answer Provide Feedback Next
One drop of 2.5 M KSCN solution is added to 0.5 mL of 0.10 M Fe(NO3)3. After the solution is mixed, 1.0 mL of 0.125 M EDTA solution is added. Enter the chemical formula of the major iron complex in solution after the addition of EDTA
7–53. Draw the shear and moment diagrams for the beam. 1.5 kN/m - 3 m Prob. 7–53
Please answer both if possible, thank you!
18 kN/m 12 kN/m 6 kN/m Fn = 300 N 12.AN/TITTTTTT6kN/m 0.5 m Fc = 225N 3 m .-3 m . 6 m Fig. for Q.2 0.5 m Fig. for Q.1 1. Two forces are acting on Point A along the direction as shown. Convert each force into Cartesian vector form. Show the various steps of your calculation. Then determine the magnitude and coordinate direction angles of the resultant. 15 Points 2. Replace...