Required: Maximum positive And negative moment for 2nd-floor BEAMS DISTRIBUTION METHOD 5 cycles. EF5.95mLoad calculations:8c=23.610/100/m3сGK474DHTATTRD3.5m2nd Fr4.5mCAeen admitted= 4.5mSpacing Frames=4.75m5.45mRequired: Maximum Positive & Negative Moments For 2ND F BEAMS DISTRIBUTIONMethod s cycles:Dead loads:> 50mm Plain concrete Finish>125mm THICK ONE WAY SLAB100mm CHIB3 WALL Ch = 3.5mPlastered BOTH FACE.@ 2n Fr.LIVE LOADS :4.8kPa @ 2ND F

Calculate Dead Load on 2nd Floor Beams**Given dead loads:- Concrete slab: - Chib wall:Total dead…

E F 5.95m Load calculations: 8c=23.61100/m3 с G K 474 D H TATT RD 3.5m 2nd Fr 4.5m CA een admitted = 4.5m Spacing Frames= Dead loads: > 50mm Plain concrete Finish >125mm THICK ONE WAY SLAB 1100mm CHIB WALL Ch = 3.5m Plastered BOTH FACE. @ 2n Fr. LIVE LOADS :4.8kPa @ 2ND F 4.75m 5.45m Required: Maximum Positive & Negative Moments For 2ND F BEAMS DISTRIBUTION Method s cycles:

E F 5.95m Load calculations: 8c=23.61100/m3 с G K 474 D H TATT RD 3.5m 2nd Fr 4.5m CA een admitted = 4.5m Spacing Frames= Dead loads: > 50mm Plain concrete Finish >125mm THICK ONE WAY SLAB 1100mm CHIB WALL Ch = 3.5m Plastered BOTH FACE. @ 2n Fr. LIVE LOADS :4.8kPa @ 2ND F 4.75m 5.45m Required: Maximum Positive & Negative Moments For 2ND F BEAMS DISTRIBUTION Method s cycles:

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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