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· ""' 22:33 Diego Garduno 3m ago 60 Blockwork = 2-5 x-2 × 1×22= || 2(2-5x0-5x1) = 2.5 21.0 Plaster = Slab 5m x 24 x0.175 = = 4.8 Topping lager 5mx 0.04 x 24 = Beam self weight = 0.25x 0.225 x/x24 = 1-35 Live load = 2.5 x5 = 12-5 (1+25 +21 +48 +1.35 +12-S →> 53.15 kN/m² ↑ Send a Chat Loading on a reinforced concrete beam A reinforced concrete beam spans 6m between supporting columns. The beam is 250 mm wide and 450 mm deep and supports a 5m wide portion of slab 175 mm deep. a. There is a 40 mm deep concrete topping layer on top of the slab. b. The floor supports offices. c. There is also a non-load-bearing masonry (blockwork) wall directly above the beam and running along the line of the beam. This blockwork wall is 2.5 m high, 200 mm thick and is finished on both sides with plaster of weight 0.5 kN/m² Calculate the total load on the concrete beam per metre length. (Note: don't forget to include the weight of the beam itself.) Unit weight of concrete = 24 kN/m³ (Appendix 1) Unit weight of blockwork = 22 kN/m³ (Appendix 1) Live load due to offices = 2.5 kN/m² (Appendix 1) Centrelines of supporting columns 6000 (a) Long section through beam Blockwork wall 40 200 250 All dimensions are in millimetres (b) Section A-A 2500 400

· ""' 22:33 Diego Garduno 3m ago 60 Blockwork = 2-5 x-2 × 1×22= || 2(2-5x0-5x1) = 2.5 21.0 Plaster = Slab 5m x 24 x0.175 = = 4.8 Topping lager 5mx 0.04 x 24 = Beam self weight = 0.25x 0.225 x/x24 = 1-35 Live load = 2.5 x5 = 12-5 (1+25 +21 +48 +1.35 +12-S →> 53.15 kN/m² ↑ Send a Chat Loading on a reinforced concrete beam A reinforced concrete beam spans 6m between supporting columns. The beam is 250 mm wide and 450 mm deep and supports a 5m wide portion of slab 175 mm deep. a. There is a 40 mm deep concrete topping layer on top of the slab. b. The floor supports offices. c. There is also a non-load-bearing masonry (blockwork) wall directly above the beam and running along the line of the beam. This blockwork wall is 2.5 m high, 200 mm thick and is finished on both sides with plaster of weight 0.5 kN/m² Calculate the total load on the concrete beam per metre length. (Note: don't forget to include the weight of the beam itself.) Unit weight of concrete = 24 kN/m³ (Appendix 1) Unit weight of blockwork = 22 kN/m³ (Appendix 1) Live load due to offices = 2.5 kN/m² (Appendix 1) Centrelines of supporting columns 6000 (a) Long section through beam Blockwork wall 40 200 250 All dimensions are in millimetres (b) Section A-A 2500 400

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The question is provided along with some notes take in the lecture, if you could please see if those notes are correct and do the workings out please, thanks you.

· ""' 22:33 Diego Garduno 3m ago 60 Blockwork = 2-5 x-2 × 1×22= || 2(2-5x0-5x1) = 2.5 21.0 Plaster = Slab 5m x 24 x0.175 = = 4.8 Topping lager 5mx 0.04 x 24 = Beam self weight = 0.25x 0.225 x/x24 = 1-35 Live load = 2.5 x5 = 12-5 (1+25 +21 +48 +1.35 +12-S →> 53.15 kN/m² ↑ Send a Chat
Transcribed Image Text:· ""' 22:33 Diego Garduno 3m ago 60 Blockwork = 2-5 x-2 × 1×22= || 2(2-5x0-5x1) = 2.5 21.0 Plaster = Slab 5m x 24 x0.175 = = 4.8 Topping lager 5mx 0.04 x 24 = Beam self weight = 0.25x 0.225 x/x24 = 1-35 Live load = 2.5 x5 = 12-5 (1+25 +21 +48 +1.35 +12-S →> 53.15 kN/m² ↑ Send a Chat
Loading on a reinforced concrete beam A reinforced concrete beam spans 6m between supporting columns. The beam is 250 mm wide and 450 mm deep and supports a 5m wide portion of slab 175 mm deep. a. There is a 40 mm deep concrete topping layer on top of the slab. b. The floor supports offices. c. There is also a non-load-bearing masonry (blockwork) wall directly above the beam and running along the line of the beam. This blockwork wall is 2.5 m high, 200 mm thick and is finished on both sides with plaster of weight 0.5 kN/m² Calculate the total load on the concrete beam per metre length. (Note: don't forget to include the weight of the beam itself.) Unit weight of concrete = 24 kN/m³ (Appendix 1) Unit weight of blockwork = 22 kN/m³ (Appendix 1) Live load due to offices = 2.5 kN/m² (Appendix 1) Centrelines of supporting columns 6000 (a) Long section through beam Blockwork wall 40 200 250 All dimensions are in millimetres (b) Section A-A 2500 400
Transcribed Image Text:Loading on a reinforced concrete beam A reinforced concrete beam spans 6m between supporting columns. The beam is 250 mm wide and 450 mm deep and supports a 5m wide portion of slab 175 mm deep. a. There is a 40 mm deep concrete topping layer on top of the slab. b. The floor supports offices. c. There is also a non-load-bearing masonry (blockwork) wall directly above the beam and running along the line of the beam. This blockwork wall is 2.5 m high, 200 mm thick and is finished on both sides with plaster of weight 0.5 kN/m² Calculate the total load on the concrete beam per metre length. (Note: don't forget to include the weight of the beam itself.) Unit weight of concrete = 24 kN/m³ (Appendix 1) Unit weight of blockwork = 22 kN/m³ (Appendix 1) Live load due to offices = 2.5 kN/m² (Appendix 1) Centrelines of supporting columns 6000 (a) Long section through beam Blockwork wall 40 200 250 All dimensions are in millimetres (b) Section A-A 2500 400
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