Solved CE 333: Reinforced Concrete Design - Project - Chegg
Question: CE 333: Reinforced Concrete Design - Project AssignmentDesign the floor slab and the interior OR exterior continuous beam of the floor framing shown for bending and shear. Draw elevations of the slab and the beam showing longitudinal reinforcement (positive and negative) as well as shear reinforcement for the beams and ...
Solved Design of structure Project 01 REINFORCED CONCRETE
• BS 08110-1-1997: Code of practice for design and construction • BS 08110-2-1985: Code of practice for special circumstances • BS 08110-3-1985: Design charts for singly reinforced beams, doubly reinforced beams and rectangular columns RC SLAB DESIGN (BS8110:PART1.1997) CONCRETE SLAB DESIGN (CL 3.5.3 8.4) SIMPLE ONE WAY SPANNING SLAB ...
Solved It is required to design the reinforced concrete - Chegg
It is required to design the reinforced concrete one-way slab shown in the office floor system shown in the figure blow. The slab supports its self weight, additional flooring of 10 psf, and a live load of 50 psf. Use concrete strength of 4000 psi and Grade 60 steel. Check for shear and flexural strength and either check for deflection or ...
Solved 2-32: Design the simply supported one-way reinforced
2-32: Design the simply supported one-way reinforced concrete slab as shown. The service live load is 300 psf and the dead load is the self-weight of the slab only. Use f′c=3000 psi and fy = 60,000 psi. Sketch your design. Please show all work.
Solved Long answer ( 30pts ): A reinforced concrete slab - Chegg
Long answer ( 30pts ): A reinforced concrete slab supports a factored design load qu=250psf overan 8 -ft cantilevered span. The concrete compressive strength is 4200ψ.a. Draw a representative one-foot design strip for the slab. Include all primary and secondaryreinforcement for the given loading. Label all variables and dimensions.b.
Solved One-story reinforced concrete frame building with a - Chegg
Question: One-story reinforced concrete frame building with a slab-and-beam system for roof. SLAB Design a continuous, one-way slab for the roof - Slab thickness - Rebar - Shrinkage and Temperature Steel T-BEAMS Design the rebar and spacing for the T-beams supporting the slab. COLUMNS Design the (4) columns of a corner bay.
Solved Figure 1 shows a reinforced concrete floor slab and - Chegg
Figure 1 shows a reinforced concrete floor slab and beams that we need to design as part of a new building. A plan view of the building is shown in Figure 1 (a) and two load cases are shown (Figure 1 b and 1c); load case 1 considers a live load Q = 4 kPa uniformly distributed on the slab whereas load case 2 shows the live load acting on one side of the slab only.
Solved Question 1 Design a 5 in.-thick simply supported - Chegg
5 in. WD-15 + slab weight WL = 30¹/² normal weight concrete density = 150 pcf span length=8 ft Normal Weight Concrete fc = 4000 psi Gr. 60 steel Figure 1 No. 4 bars (temperature and shrinkage) Maximum center-to-center spacing = ? d = 4 in. No. 4 bars (flexural steel) Maximum center-to-center spacing = ? span length=8 ft
Solved Consists of 1 * One - Way slab design · A reinforced - Chegg
The The service live load and 2000 psi Concrete is specified with Steel with ayield Stress equal to 60,000 psi Design The Slab, following The pre provisions of ACI Code is 80 pF I For use . *Example: A two-way reinforced concrete building floor system is composed of slab panels measuring 6*7.5 m in plan supported by column-line beams as shown ...
Solved Design a one-way reinforced concrete slab that is - Chegg
Design a one-way reinforced concrete slab that is built integrally with its support and consists of two equal spans, each with a clear span of 4.5m. The service live load is 4.8 kPa, and 28 MPa concrete (with Y conc = 23.5 kN/m²) is specified for use with steel of yield strength equal to 415 MPa. Use a load combination of U = 1.4 DL + 1.7 LL ...