GATE CE 2003 | Truss Question 7 | Structural Analysis

GATE CE 2003

MCQ (Single Correct Answer)

-0.6

A truss, as shown in the figure, is carrying $$180$$ $$kN$$ load at node $${L_2}.$$ The force in the diagonal member $${M_2}{U_4}$$ will be GATE CE 2003 Structural Analysis - Truss Question 1 English

GATE CE 2003 Structural Analysis - Truss Question 1 English

$$100$$ $$kN$$ tension

$$100$$ $$kN$$ compression

$$80$$ $$kN$$ tension

$$80$$ $$kN$$ compression

GATE CE 1997

MCQ (Single Correct Answer)

-0.6

The force in the member $$DE$$ of the truss shown in the fig. is, GATE CE 1997 Structural Analysis - Truss Question 4 English

$$100.0$$ $$kN$$

Zero

$$35.5$$ $$kN$$

$$25.0$$ $$kN$$

GATE CE 1995

MCQ (Single Correct Answer)

-0.6

The forces in members $$'abc'$$ in the truss shown GATE CE 1995 Structural Analysis - Truss Question 3 English

$$P,\,P/2,\,0$$

$$P/2,\,P,\,0$$

$$P,\,P,\,P$$

$$P/2,\,P/2,\,0$$

GATE CE 1988

MCQ (Single Correct Answer)

-0.6

The force in the number $$'CD'$$ of the truss in fig is GATE CE 1988 Structural Analysis - Truss Question 2 English

Zero

$$2P$$ (Compression)

$$P$$ (Compression)

$$P$$ (Tensile)

GATE CE Subjects

Construction Material and Management

Critical Path Method Construction Materials Program Evolution Review Technique

Geomatics Engineering Or Surveying

Angular Measurements and Compass Survey Basic Concepts Linear Measurements and Chain Survey

Engineering Mechanics

Work Energy Principle and Impulse Momentum Equation Equilibrium of Force Systems

Hydrology

Evaporation and Transpiration Precipitation and Frequency of Rainfall Data

Transportation Engineering

Highway Geometric Design Highway Devolopment and Planning

Strength of Materials Or Solid Mechanics

Pure Bending Shear Stress In Beams Simple Stresses Complex Stress Centroid and Moment of Inertia Torsion Shear Force and Bending Moment Deflection of Beams Thin Cylinder Strain Energy Method Columns and Struts Propped Cantilever Beam

Reinforced Cement Concrete

Doubly Reinforced Sections Limit State of Collapse Shear Footings Bond Slabs Limit State of Collapse Torsion Limit State of Serviceability Prestressed Concrete Singly Reinforced Sections Workmenship and Fundamentals Flanged Beams Limit State of Collapse Compression

Steel Structures

Eccentric Connections Plate Girder Tension Members Welded Connections Materials and Specifications Riveted Joints and Bolted Joints Beams Compression Members

Irrigation

Gravity Dams and Spillways Water Requirement of Crops

Environmental Engineering

Sources and Coveyances Water Water Demand Quality Control of Water

Engineering Mathematics

Probability and Statistics Calculus Complex Variable Differential Equations Linear Algebra Numerical Methods Vector Calculus Transform Theory

Structural Analysis

Stability and Static Indeterminacy Methods of Analysis Plastic Analysis Moment Distribution Method Indeterminacy Energy Principle Influence Line Diagram Arches and Cable Slope Deflection Method Truss Matrix Method

Geotechnical Engineering

Origin of Soils Definitions and Properties of Soils

Fluid Mechanics and Hydraulic Machines

Properties of Fluids Fluid Statics

General Aptitude

Verbal Ability Numerical Ability