USE NSCP 2015 Part 2. Using the your excel calculations of Mu, and the given Design Data below, complete the values inTable 2 and 3 so that the Mu of the Beam is "greater" than the Designing Moment from the Load:Design Data:fc' =28.00MPac'=40.00mmfy =275.00 MPaCC=40.00mmB =0.85d' =70.00mm300.00mmd =525mmd/b =1.75h =600mmh/b =2.00no. of barsda, OAs' =See table 2mmp=(As+As')/bdAs' =mm2p=As =mmAsmm2As/As' =d of As' and As are the sameDesigning MomentwL?/12 =Designing Loadw (kN/m) =L (m) =at Support# (pcs)Table 2at Support =at Mindspan =at Midspan# (pcs)95kNm6wl?/24 =kNmSteel Reinforcementdo (mm)d, (mm)Compression42.TensionDesigning LoadDesigning MomentTable 3at Support =at Mindspan =w (kN/m) =125wl?/12 =kNmwL2/24 =L (m) =at SupportkNm%3Dat MidspanSteel Reinforcement# (pcs)do (mm)# (pcs)do (mm)Compression4Tension 0.65if fy 2 fsFormula #10.65+(0.25*(fs-fy)/(1000-fy)) iffy < fs < 1000Formula #20.9iffs 2 1000Formula #3

Given data fc'=28.00 MPafy=275.00 MPaβ=0.85b=300.0 mmh=600 mmcc'=40.00 mmcc=40.00 mmd'=70.00…

Part 2. Using the your excel calculations of Mu, and the given Design Data below, complete the values in Table 2 and 3 so that the Mu of the Beam is "greater" than the Designing Moment from the Load: Design Data: fc' = 28.00 MPa cc'= 40.00 mm fy = 275.00 MPa CC= 40.00 mm B = 0.85 d'= 70.00 mm b = 300.00 mm d = 525 mm db = 1.75 h= 600 mm hb = 2.00 no. of bars de, O As = See table 2 mm (As+As)/bd As' = mm2 p= As = mm As = mm2 As/As' = d of As' and As are the same Designing Load w (kN/m) = L (m) = at Support # (pcs) Designing Moment Table 2 at Support = at Mindspan = at Midspan # (pcs) 95 wl?/12 = kNm 6 wL2/24 = kNm Steel Reinforcement d. (mm) d, (mm) Compression 4 2 Tension Designing Load Designing Moment Table 3 w (kN/m) = L (m) = at Support 125 at Support = wL?/12 = kNm at Mindspan = wL2/24 = 7 kNm at Midspan Steel Reinforcement # (pcs) de (mm) # (pcs) de (mm) Compression 4 2. Tension

Part 2. Using the your excel calculations of Mu, and the given Design Data below, complete the values in Table 2 and 3 so that the Mu of the Beam is "greater" than the Designing Moment from the Load: Design Data: fc' = 28.00 MPa cc'= 40.00 mm fy = 275.00 MPa CC= 40.00 mm B = 0.85 d'= 70.00 mm b = 300.00 mm d = 525 mm db = 1.75 h= 600 mm hb = 2.00 no. of bars de, O As = See table 2 mm (As+As)/bd As' = mm2 p= As = mm As = mm2 As/As' = d of As' and As are the same Designing Load w (kN/m) = L (m) = at Support # (pcs) Designing Moment Table 2 at Support = at Mindspan = at Midspan # (pcs) 95 wl?/12 = kNm 6 wL2/24 = kNm Steel Reinforcement d. (mm) d, (mm) Compression 4 2 Tension Designing Load Designing Moment Table 3 w (kN/m) = L (m) = at Support 125 at Support = wL?/12 = kNm at Mindspan = wL2/24 = 7 kNm at Midspan Steel Reinforcement # (pcs) de (mm) # (pcs) de (mm) Compression 4 2. Tension

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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