Include a sketch of each cross-section drawn to scale

Reference no: EM13535616

Use f’c = 5,000 psi

Problem Statement: A singly reinforced rectangular beam is to be designed, with effective depth approximately 1.5 times the width, to carry a service live load of 2000 lb/ft in addition to its own weight, on a 24 ft simple span. The ACI Code load factors are to be applied as usual. With fy = 60,000 psi and fc’ = 5,000 psi, determine the required concrete dimensions, b, d, and h, and steel reinforcing bars

(a) for ? = 0.60 ?max and (b) for ? = ?0.005. Include a sketch of each cross-section drawn to scale. Allow for No. 4 stirrups. Comment on your results.

Reference no: EM13535616

Questions Cloud

Calculate the detention time in hours horizontal velocity : Two rectangular clarifiers(sedimentation basins), each 30 ft long, 15 ft wide, and 10ft deep, settle a combinedtotal of 0.40 mgd following alum coagulation. The effluent channelshave a total weir length of 60ft in each basin

The angle theta which the 6-lb. uniform rod makes with the v : A 5-lb force is applied to the center of the roller at A, causing the assembly to roll. If the roller has negligible mass, determine (a) the angle theta which the 6-lb. uniform rod makes with the vertical during the roll, and

Select the beam dimensions and reinforcement for a balanced : A rectangular concrete beam has f'c=3000 psi and steel with fy=40ksi. Select the beam dimensions and reinforcement for a balanced section if the beam sustains a moment as a result of dead load of 60 kip-ft and a moment as a result of live load of 90 ..

Estimate the discharge rate of the pipeline : Reservoir A (water surface elevation = 1300 ft) is connected to reservoir B (water surface elevation=250 ft) by 6,000 ft of 14 inch diameter cast iron pipe (e = 0.005 ft. Neglecting all minor losses

Include a sketch of each cross-section drawn to scale : Problem Statement: A singly reinforced rectangular beam is to be designed, with effective depth approximately 1.5 times the width, to carry a service live load of 2000 lb/ft in addition to its own weight, on a 24 ft simple span. The ACI Code load fac..

Design the shear reinforcement : Problem Statement: A rectangular beam having b = 10 in. and d = 17.5 in. spans 15 ft face to face of simple supports. It is reinforced for flexure with three

Identify the contaminants on site and explain : Identify the contaminants on site and explain their hazards in relation to the proposed design and its construction. Describe the ‘In-situ’ and Ex-situ’ treatments that could be used and their relative merits

Briefly outline with the use of neat labelled sketches : It is proposed to make a new pedestrian access running directly south from University Square to Silvertown. The physical barriers that need to be overcome are the Royal Docks and the City Airport runway.

Determine the pressure between the sleeve and cylinder when : Maximum shear stress both in the tube and sleeve is 16000 psi. Calculate the fluid pressure, and determine the pressure between the sleeve and cylinder when the fluid pressure is absent.

User Account

All Pages