20 KN 3 kN/m 3 2 KN- y, 2 kN-m 12.5 mm 200 mm? Z B 150 mm 121.43 mm 1.5 m 1.5 m 2.2 m 12.5 mm Part [1] (a.) Construct shear and bending moment diagrams. Show all work. Label completely. (b.) Determine the maximum value of the transverse shear force (in magnitude) and where it occurs. 'Box' answers. (c.) Determine the maximum values of the bending moment (both positive and negative) and where each occurs. 'Box' answers. Part...
If the beam is subjected to a positive bending moment of M = 100 kN-m, determine the maximum and minimum bending stress. Also determine the shear stress at point, A which is 50 mm above from the bottom. The cross-section of the beam is I-shaped and shown in the figure. 300 mm 30 mm 300 mm . 50 mm 30 mm
If the beam is subjected to a positive bending moment of M = 100 kN-m, determine the maximum and minimum bending stress. Also determine the shear stress at point, A which is 50 mm above from the bottom. The cross-section of the beam is I-shaped and shown in the figure. 300 mm 30 mm 300 mm . 50 mm 30 mm
Q4. Draw the shear bending moment diagram of the beam shown. 100 kN 100 kN/m 60 KN/m 40 kN/m 2m 85 kN 275 KN
d 5.23 Draw the shear and bending-moment diagrams for the beam and loading shown and determine the maximum normal stress due to bending. 160 KN 80 kN/m Hinge MB10 X 60 2.4 m m 1.0 D
6 kN/m 15 kN 100 mm E NA - B D 100 mm 0.8 m For the truss system shown, a. (10 pts) Draw the shear and moment diagrams for the rectangular wooden beam shown. b. (6 pts)Determine the magnitude of the absolute maximum moment (Mmax) and its location c. (Z pts) Find the maximum bending stress in the member (max) d. (Z pts)Compute the Bending Stress at a point on the section B that is 25 mm below the...
15 kN 6 kN/m 100 mm AC E NA - B D 100 mm 0.8 m 2. (30pts.) For the truss system shown, a. (10 pts) Draw the shear and moment diagrams for the rectangular wooden beam shown. b. (6 pts )Determine the magnitude of the absolute maximum moment (Mmax) and its location c. (7 pts) Find the maximum bending stress in the member (max) d. (7 pts)Compute the Bending Stress at a point on the section B that is...
For the beam and loading shown below, 3 kN 3 KN 1.8 kN/m SO mm B 300 mm D 1 - -1.5 m 1,5 m - 1.5 m Q2-PART@) Determine the reaction force at A = ? (in kN) Q2-PART(b) Determine the moment inertia along the horizontal neutral axis for the cross section of the beam = ? (in 106 mm) Q2-PARI(C) Determine the maximum normal stress due to bending on a transverse section at C = ? (in MPa)
Consider a rectangular beam subjected to bending 15 kN 10 kN/m 20 kNm IITTI 0.15 m SIA 0.4 m 2m- Im- 1m 2m- Beam's cross-section a. (10 pts) Determine internal reaction (shear and bending moment) at point located 0.6 m to the left of B. b. (30 pts) Determine normal stress at that point A. Identify whether stress is tensile or compressive c. (30 pts) Determine shear stress at that point A. Identify whether stress is tensile or compressive. d....