Q4/ For the beam loaded as shown Fig (4), plot the shear and bending moment diagrams. Determine the magnitude of the maximum positive bending moments and find their locations.
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- Determine the reaction forces R1 and R2 and show the shear and bending moment diagram. Data: Point load (left-most) = 90.126 N RL1 (80mm to 160mm) = 65 N RL2 (160mm to 180mm) = 130 N RL3 (180mm to 260mm) = 65 NFor the beam loaded as shown, determine the (a) shear equation at segment BC (b) Moment equation at segment CD (d) the shear and moment diagramsFor the beam shown: (a) determine the distance a for which the maximum positive and negative bending moments in the beam are equal; and (b) draw the corresponding shear and bending moment diagrams for the beam.
- The steel framework as shown in Figure Q1 is used to support the 200 mm reinforced stone concrete slab that carries a uniform live loading of 14 kN/m2. Sketch the loading that acts along members BE and FED. Set a = 9 m and b = 12 m.Draw shear and moment diagrams for the beam shown in Figure 1, and determine the highest values of positive and negative shear forces and bending momentsIf cantilevered beams like the one shown below are spaced at 3.5 ft apart and are to support a distributed area load of 65 lb/ft2 and a point load of 17K as shown, find the moment reaction with its direction at support B.
- (a) Figure Q2 shows a frame with tie rod at joint B and C. The beam carries a concentratedload 300kN at span BC. Analysis and sketch the shear force and bending-momentdiagram for the entire frame.Consider a simply supported beam with a span length of 8 meters. It is loaded arbitrarily such that its maximum moment is 276.70 kN-m located at a point 3.9 meters away from the left support. Determine the value of the shear force (kN) acting at that point.a) Calculate the shear force and bending moment for the beam subjected to a concentrated load as shown in the figure. Then, draw the shear force diagram (SFD) and bending moment diagram (BMD). b) If P = 20 kN and L = 6 m , draw the SFD and BMD for the beam.
- A simple beam AB supports a uniform load of intensity q 10 lb/inches acting over one half of the span and a concentrated load P= 80 lb acting at the midspan. Draw the shear force and bending moment diagrams for this beamA rigid beam with negligible mass is pinned at one end and supported by two rods. The beam was initially horizontal before the load P was applied. 1. Compute the elongation of steel if P=120kN 2. Compute the elongation of steel if P=120kN 3. Find the vertical movement of P if P=120kNQuestion 2A beam of 6 m span is loaded as shown in the figure. Using singularity functions, find the magnitude and location of the maximum bending moment for the beam and loading shown.