**Description of the Structure and Load Analysis****Objective:**Determine all the reactions for the given structure. The uniform load on all girders extends to the centerlines of the columns.**Given:**- X = 15 kN- Uniform load (w) on the top girder (EF) = 4 kN/m- Uniform load (w) on the middle and lower girders (GD and HC) = 6 kN/m**Structural Details:**1. The structure consists of columns and girders with specific loads applied at various points.2. The span of girder AB is 12 meters.3. Vertical distances between different levels are: - EF to GD = 3 meters - GD to HC = 4 meters - HC to AB = 6 meters**Load Applications:**- A lateral force X is applied to the left at point F on the top girder.- A 30 kN lateral force is applied to the left at point G on the middle level.- A 30 kN lateral force is applied to the left at point H on the lower level.**Diagram Explanation:**- **Girder EF:** Uniform load of 4 kN/m across 12 m span, total load = 48 kN.- **Girder GD:** Uniform load of 6 kN/m across 12 m span, total load = 72 kN.- **Girder HC:** Uniform load of 6 kN/m across 12 m span, total load = 72 kN.**Reaction Calculation:**Determine support reactions at points A and B, accounting for:- Vertical reactions due to uniform loads.- Horizontal reactions due to lateral forces at F, G, and H.- The implication of moment and shear forces for static equilibrium in the system.Understanding these reactions is vital for ensuring the structural integrity and stability of the building.

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Determine all the reactions for the given structure. The uniform load on all girders extends to the centerlines of the columns. Given: X = 15 kN. w=4 kN/m XkN 30 kN 30 kN F G H w = 6 kN/m w = 6 kN/m m TIT E D C B 3 m 4 m 6 m

Determine all the reactions for the given structure. The uniform load on all girders extends to the centerlines of the columns. Given: X = 15 kN. w=4 kN/m XkN 30 kN 30 kN F G H w = 6 kN/m w = 6 kN/m m TIT E D C B 3 m 4 m 6 m

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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