Q1: A cantilever beam having span ‘L’ m was subjected to a uniformly distributed load of...

Q1: A cantilever beam having span ‘L’ m was subjected to a uniformly distributed load of
magnitude 8 kN/m for a distance of ‘0.6 L’ from the free end and two concentrated loads one of
magnitude 15 kN at a distance ‘0.25 L’ m from the free end while the other of magnitude ‘22’ kN at
a distance ‘0.6 L’ m from the free end respectively. It was observed that the maximum bending
moment acting on the beam is equal to (-369 kNm). Suggest a suitable span for the beam based on
the loading condition. How it will change the reaction at the fixed support? What happens to the
shear force and bending moment values at the fixed support, free end and at the center of the
beam? By plotting bending moment and shear force diagram for the beam briefly conclude the
relationship between the values for shear force and bending moment.

Expert Solution

Ally Wells answered 2 months ago

Q6: A cantilever beam having span ‘L’ m was subjected to a uniformly distributed load of...

Q6: A cantilever beam having span ‘L’ m was subjected to a uniformly distributed load of magnitude 8 kN/m for a distance of ‘0.6 L’ from the free end and two concentrated loads one of magnitude 15 kN at a distance ‘0.25 L’ m from the free end while the other of magnitude ‘22’ kN at a distance ‘0.6 L’ m from the free end respectively. It was observed that the maximum bending moment acting on the beam is equal...

A 6-m span simply supported beam carries a uniformly distributed ultimate load of 70 kN/m. The...

A 6-m span simply supported beam carries a uniformly distributed ultimate load of 70 kN/m. The dimensions of the beam section are b = 300 mm, d = 700 mm. The beam is reinforced with bars of 25-mm diameter in one row. f’c = 25 MPa, and Fy = 420 MPa. Use # 10 U-shaped stirrups. Neglect the column width. The stirrup spacings (s) is equal to: a. 450 mm b. 350 mm c. 400 mm d. 500 mm

A simply supported beam of 10m span carries a uniformly distributed load of 50kN/m spread over...

A simply supported beam of 10m span carries a uniformly distributed load of 50kN/m spread over 5m from the left support and a 5kN concentrated load on its center . Its base is 250mm while deep is 500mm. Calculate the maximum deflection in mm. E = 2.0x10^5 N/mm2. Use the area moment method

A simply supported reinforced concrete beam with uniformly distributed load of 10 kN/m has a span...

A simply supported reinforced concrete beam with uniformly distributed load of 10 kN/m has a span of 6.0 metres. The beam cross-section is 225 mm breadth by 300 mm depth. Sketch and design the beam. Make necessary and realistic assumptions where applicable

A 15-m simply supported beam is subjected to a uniformly increasing load of zero, 3m from...

A 15-m simply supported beam is subjected to a uniformly increasing load of zero, 3m from the left support, to 30kN/m at the right support. A 20kN point load is also acting 1 meter from the left support. The cross section of the beam is 500mm x 800mm. Assume that tendons are applied in constant eccentricity of e = 150mm. Determine: Moment at midspan Maximum Moment Stress of the section where moment is maximum, assuming the effective Jacking Force to...

Design for flexure a beam 12 ft in length, having a uniformly distributed dead load of...

Design for flexure a beam 12 ft in length, having a uniformly distributed dead load of 1 kip/ft, a uniformly distributed live load of 1 kip/ft, and a concentrated dead load of 8.4 kips a distance of 5 ft from one support Show all the steps. (LRFD) Fy = 50k/in2 E = 29,000k/in2

A beam extends over a span of 7.3 m and an overhang (cantilever) to the right...

A beam extends over a span of 7.3 m and an overhang (cantilever) to the right of the right support of 3 m (that is, the total length of the beam is 10.3 m.) The beam supports a service dead load of 18 t/m that does not include self-weight, and a service live load of 10 t/m. Assume the connection between the beam and the support is a simple pin or roller. . If self-weight is 1.512 , the height(h)...

A cantilever, 2.6 m long, carryinga uniformly distributed load w along the entire length, is propped...

A cantilever, 2.6 m long, carryinga uniformly distributed load w along the entire length, is propped at its free end to the level of the fixed end. If the load on the prop is then 30 kN, calculate the value of w. Determine also the slope of the beam at the support. If any formula for deflection is used it must first be proved. E = 210GN/m2; I = 4 x 10-6m4.

A simply supported beam 10-m long is acted upon by a uniformly distributed dead load of...

A simply supported beam 10-m long is acted upon by a uniformly distributed dead load of 20 kN/m and a uniformly distributed live load of 48 kN/m throughout its span. Design the footings of each columns located at the supports using the following data Depth of Footing (Df) = 1.20 meters Allowable Soil Pressure (qall) = 210 kPa Unit Weight of Soil (γs) = 17 kN/m3 Unit Weight of Concrete (γc) = 24 kN/m3 Design Compressive Strength of Concrete (f’c) = 27.6 MPa Yield Strength of Reinforcing Steel (fy) = 276 MPa...

A cantilever bean is 12 feet long and has a uniformly distributed dead load of 600...

A cantilever bean is 12 feet long and has a uniformly distributed dead load of 600 lbs/ft and a uniformly distributed live load of 1000 lbs/ft. Design the beam for flexure assuming it is continuously braces by a floor/deck system. Use 36 ksi steel. a) draw Free body Diagram/ shear + moment diagram to find Mu Max b) Solve for Zx based on Mu Max c) Select beam from table 9.1 d) Check compactness criteria e) if compactness works, recalculate...

Question