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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Concept explainers

Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.

Question

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

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Step 1: Calculated dead load on 2nd-floor beams as 649.03 kN/m.

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Step 2: Calculated live load on 2nd-floor beams as 24 kN/m.

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Step 3: Calculated maximum positive moment as 2062.49 kNm/m 2062.49kNm/m and maximum negative moment as

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