Provided is the question along with some notes taken in the lecture, i am not sure if i am correst so if you could do some workings out for me that would be great , thank you. · ""'22:33Diego Garduno3m ago60Blockwork = 2-5 x-2 × 1×22= ||2(2-5x0-5x1) = 2.521.0Plaster =Slab5m x 24 x0.175 == 4.8Topping lager 5mx 0.04 x 24 =Beam self weight = 0.25x 0.225 x/x24 = 1-35Live 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 beamA reinforced concrete beam spans 6m between supporting columns. The beam is 250 mmwide 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 beamand running along the line of the beam. This blockwork wall is 2.5 m high, 200 mmthick and is finished on both sides with plaster of weight 0.5 kN/m²Calculate 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 ofsupportingcolumns6000(a) Long section through beamBlockworkwall40200250All dimensions are inmillimetres(b) Section A-A2500400

Given,40 mm deep concrete topping layer on top of the slab.The beam is 250 mm wide and 450 mm deep…

Answered: Loading on a reinforced concrete beam

Engineering

Civil Engineering

Loading on a reinforced concrete beam

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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