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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
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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Required: Maximum positive And negative moment for 2nd-floor BEAMS DISTRIBUTION METHOD 5 cycles.
E F 5.95m Load calculations: 8c=23.610/100/m3 с G K 474 D H TATT RD 3.5m 2nd Fr 4.5m CA een admitted = 4.5m Spacing Frames= 4.75m 5.45m Required: Maximum Positive & Negative Moments For 2ND F BEAMS DISTRIBUTION Method s cycles: Dead loads: > 50mm Plain concrete Finish >125mm THICK ONE WAY SLAB 100mm CHIB3 WALL Ch = 3.5m Plastered BOTH FACE. @ 2n Fr. LIVE LOADS :4.8kPa @ 2ND F
Transcribed Image Text:E F 5.95m Load calculations: 8c=23.610/100/m3 с G K 474 D H TATT RD 3.5m 2nd Fr 4.5m CA een admitted = 4.5m Spacing Frames= 4.75m 5.45m Required: Maximum Positive & Negative Moments For 2ND F BEAMS DISTRIBUTION Method s cycles: Dead loads: > 50mm Plain concrete Finish >125mm THICK ONE WAY SLAB 100mm CHIB3 WALL Ch = 3.5m Plastered BOTH FACE. @ 2n Fr. LIVE LOADS :4.8kPa @ 2ND F
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