use double integration method. consider a simply supported beam with uniformly distribution of load of w....

use double integration method.
consider a simply supported beam with uniformly
distribution of load of w. compute the deflection at midspan and at L/4 . Draw the deoformed structure.

use L=8 meters, W=8

Expert Solution

Ally Wells answered 10 months ago

a simply supported beam with a uniform distrivuted load of W compute its deflection at midspan...

a simply supported beam with a uniform distrivuted load of W compute its deflection at midspan and L/4. Draw the deformed structure. use L=8meters W=8

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...

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...

Use A992 and select a W shape for the following beam: - Simply supported with a...

Use A992 and select a W shape for the following beam: - Simply supported with a span length of 30 ft - Braced at the ends of the beam only - Uniform dead load of .75 kips - A 34 kip point load at midspan Use ASD

Consider a simply supported beam of length L. The beam experiences a parabolically varying distributed load...

Consider a simply supported beam of length L. The beam experiences a parabolically varying distributed load that varies from 0 at the left support, to a maximum w at midspan, and back to 0 at the right support. The beam has stiffness properties EI. Give a mathematical equation that gives the value of the distributed load intensity at any distance z along the beam in terms of w, L and z. Draw the SFD and BMD of the beam, giving...

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 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

Consider a concrete beam in an interior environment as follows: a. The beam is simply supported...

Consider a concrete beam in an interior environment as follows: a. The beam is simply supported with a design span of 4.8 metres. b. The dead load in the beam is uniformly distributed. c. Dead load on the beam, in addition to its own weight, is 6.9 KN/m of which 75% is permanent (long term). d. The beam carries a single concentrated live load at mid-span of 70 KN. e. 20% of the live load is considered short term. f....

A simply supported beam spans 35ft and carries a simply distrusted dead load of 0.2kip/ft including...

A simply supported beam spans 35ft and carries a simply distrusted dead load of 0.2kip/ft including the beam self-weight and live load of 0.8kip/ft. Determine the minimum required plastic section modulus and select the lightest-weight W-shape to carry the moment. Assume full lateral support and A992 steel. Design by (a) LRFD and (b) ASD

Question