The figure below represents interior mezzanine plan, which will be used for storage purposes. The client live load requirement is 6.0kPa. The flooring, partition, mechanical and electrical is (SDL) 1.OkPa. - Use concrete density= 24kN/m³ - Concrete compressive strength = 25mPa 400R Rebar Concrete cover is 30mm Use 20M for beam longitudinal reinforcement Use 10M Stirrups for beams 20mm maximum aggregate size Refer to plan for beam, columns sizes and other dimensions a- Estimate tributary width for beam along GL1 (Gridline 1) b- Estimate the total factored load on beam along GL1 c- Verify conditions to apply CSA A23.3 design aid to find approximate bending moments of beam along GL2

The figure below represents interior mezzanine plan, which will be used for storage purposes. The client live load requirement is 6.0kPa. The flooring, partition, mechanical and electrical is (SDL) 1.OkPa. - Use concrete density= 24kN/m³ - Concrete compressive strength = 25mPa 400R Rebar Concrete cover is 30mm Use 20M for beam longitudinal reinforcement Use 10M Stirrups for beams 20mm maximum aggregate size Refer to plan for beam, columns sizes and other dimensions a- Estimate tributary width for beam along GL1 (Gridline 1) b- Estimate the total factored load on beam along GL1 c- Verify conditions to apply CSA A23.3 design aid to find approximate bending moments of beam along GL2

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Tennis court, subjected to freezing Required design strength =21 MPa Slab thickness=300 mm Statistical data indicate a standard deviation of compressive strength of 3.7 MPa is expected (for 50 samples) Only air entrainer is allowed Available materials: Air=7% Air entertainer: Manufacturer specification is 9.0 ML /1% air/100kg cement Slump=50 mm Coarse aggregate: 50 mm nominal maximum size, crushed stone Bulk volume oven-dry specific gravity=2.61, absorption=2.8%, oven-dry rodded density=1870 kg/m3 Moisture content=1% Fine aggregate: Natural sand Bulk oven-dry specific gravity=2.54, absorption=3.4% Moisture content= 4.5% Fineness modulus=2.60 Cement: Type I, relative density=3.1 What is the maximum coarse aggregate size?
A prestressed concrete has a rectangular section with the following data: b = 400 mm, h = 800 mm, L = 12 m, f. = 69 MPa, fp = 1,860 MPa. f = 1,600 MPa, f. = 1,012 MPa, f = f = 415 MPa, Aps = 690 mm², A, = 1,290 mm², A, = 400 mm², d₂ = d₂ = 725 mm, d'= 75 mm. Determine the nominal moment resistance (kN-m). Make assumptions when necessary.
Design concrete mixtures according to the specifications given on ACI 211
Provide good answer
10
Design the concrete mix according to the following conditions:Design Environment• Building beamo Required design strength = 27.6 MPao Minimum dimension = 150 mmo Minimum space between rebar = 40 mmo Minimum cover over rebar = 40 mmo Statistical data indicate a standard deviation of compressive strengthof 2.1 MPa is expected (more than 30 samples).• Only air entrainer is allowed.• Moderate Sulphate exposure.• Available Materialso Air entrainer:▪ Manufacture specification 6.3 mL/1% air/100 kg cement.o Coarse aggregate:▪ 19 mm nominal maximum size▪ River gravel (rounded)▪ Bulk oven-dry specific gravity = 2.55▪ Absorption = 3.6▪ Oven-dry rodded density = 1761 kg/m3▪ Moisture content = 2.5o Fine aggregate:▪ Natural sand▪ Bulk oven-dry specific gravity = 2.659▪ Absorption = 0.5▪ Moisture content = 2▪ Fineness modulus = 2.47o Cement▪ Type II (Moderate Sulphate Resistant)▪ Specific Gravity = 3.15Based on this information, find the following and summarize the findings in a table d) The amount…
Concrete
Please provide complete solution.
please answer in the nearest 3 decimal numbers
Compare the compressive strength and the splitting tensile strength.of following concrete.
Why the aggregate used in concrete work be saturated dry surface (S.S.D) condition? Discussed blä 1.