Q2. Figure Q2 shows part of the floor plan of a reinforced concrete office building. Duringconstruction, slabs and beams are cast together. Design data related to the action andconstruction material are as follows:Variable action on all slabs3.0 kN/m?Floor finishes, ceiling and building services1.5 kN/m?Characteristics cylinder strength of concrete, få30 N/mm?Characteristics tensile strength of reinforcement, fyk =500 N/mm²-All beams carry a 3 m high brick-wall with a density of 2.6 kN/m². Take hy= 125 mm.20004000250 x 500250 x 450250 x 500FIGURE O1Calculate the characteristic loading on Beam B/1-3. Given the characteristic design load acting onBeam 2/B-C is 53.85 kN/m². Draw the final loading distribution for beam B/1-3.000L250 x 500250 x 45000S X OST

Characteristics load acting on the beam, B-2 = 53.85 kN/m2 Brick wall height, h = 3 m density = 2.6…

Q2. Figure Q2 shows part of the floor plan of a reinforced concrete office building. During construction, slabs and beams are cast together. Design data related to the action and construction material are as follows: Variable action on all slabs Floor finishes, ceiling and building services Characteristics cylinder strength of concrete, fek Characteristics tensile strength of reinforcement, fyk = All beams carry a 3 m high brick-wall with a density of 2.6 kN/m². Take h/= 125 mm. 2500 @ 0004 250 x 500 2000 250 x 450 250 x 500 250 x 450 4000 250 x 500 250 x 500 = 3.0 kN/m² 1.5 kN/m² 30 N/mm² 500 N/mm² FIGURE O Calculate the characteristic loading on Beam B/1-3. Given the characteristic design load acting on Beam 2/B-C is 53.85 kN/m². Draw the final loading distribution for beam B/1-3.

Q2. Figure Q2 shows part of the floor plan of a reinforced concrete office building. During construction, slabs and beams are cast together. Design data related to the action and construction material are as follows: Variable action on all slabs Floor finishes, ceiling and building services Characteristics cylinder strength of concrete, fek Characteristics tensile strength of reinforcement, fyk = All beams carry a 3 m high brick-wall with a density of 2.6 kN/m². Take h/= 125 mm. 2500 @ 0004 250 x 500 2000 250 x 450 250 x 500 250 x 450 4000 250 x 500 250 x 500 = 3.0 kN/m² 1.5 kN/m² 30 N/mm² 500 N/mm² FIGURE O Calculate the characteristic loading on Beam B/1-3. Given the characteristic design load acting on Beam 2/B-C is 53.85 kN/m². Draw the final loading distribution for beam B/1-3.

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter12: Composite Materials

Section: Chapter Questions

Problem 12.7P: Estimate the transverse tensile strength of the concrete in Problem 12.6.

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Concept explainers

Types and properties of steel

Steel is an alloy of iron. It is formed by heating iron and combining carbon (0.1-1.7%) with it and minor amounts of other elements such sulfur, chromium, manganese, nickel, etc. Thousands of steel grades have been published, registered, or regulated around the world, each with its chemical composition, and special numbering systems have been devised in various countries to classify the vast number of alloys.

Question

Q2. Figure Q2 shows part of the floor plan of a reinforced concrete office building. During
construction, slabs and beams are cast together. Design data related to the action and
construction material are as follows:
Variable action on all slabs
3.0 kN/m?
Floor finishes, ceiling and building services
1.5 kN/m?
Characteristics cylinder strength of concrete, få
30 N/mm?
Characteristics tensile strength of reinforcement, fyk =
500 N/mm²-
All beams carry a 3 m high brick-wall with a density of 2.6 kN/m². Take hy= 125 mm.
2000
4000
250 x 500
250 x 450
250 x 500
FIGURE O1
Calculate the characteristic loading on Beam B/1-3. Given the characteristic design load acting on
Beam 2/B-C is 53.85 kN/m². Draw the final loading distribution for beam B/1-3.
000L
250 x 500
250 x 450
00S X OST

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