SOLUTIONS:

Principles of Statics; Geometrical Properties of Areas:
Analysis of Stress and Strain:
Stress in Flexural Members:
Deflection of Beams:
Statically Indeterminate Structures:
Moving Loads and Influence lines:
Riveted and Welded Connections:
Steel Beams and Plate Girders:
Steel Columns and Tension Members:
Plastic Design of Steel Structures:
Timber engineering:
Reinforced concrete:
Design of Flexural Members by Ultimate-Strength Method:
Design of Flexural Members by the Working-Stress Method:
Design of Compression Members by Ultimate-Strength Method:
Design of column Footings:
Cantilever retaining Walls:
Prestressed concrete:
Design of Highway Bridges:
Fluid Mechanics:
Hydrostatics:
Mechanics of Incompressible Fluids:
Surveying and route Design:
Soil Mechanics:

http://dreamgirlru.freeservers.com/CIVIL1.jpg

Fig. 1



Principles of Statics; Geometrical Properties of Areas:HERE!

Analysis of Stress and Strain:HERE!

Stress Caused by an Axial Load:HERE!

*****************************************************************

Stress in Flexural Members:HERE!

Deflection of Beams:HERE!

*****************************************************************

Double-Integration method of Determining Beam Deflection:HERE!

Moment-Area Method of Determining Beam Deflection:HERE!

Conjugate-Beam Method of Determining Beam Deflection:HERE!

Unit-Load method of Computting Beam Deflection:HERE!

Deflection of a Cqantilever Frame:HERE!

*****************************************************************

Shear and Bending Moment of a Beam on a Yielding Support:HERE!

Maximum Bending Stress in Beams Jointly Supporting a Load:HERE!

Theorem of three Moments:HERE!

Theorem of Three Moments: Beam with Overhang and Fixed End:HERE!

Bending-Moment Determination by Moment Distribution:HERE!

Analysis of a Statically Indeterminate Truss:HERE!

*****************************************************************

Analysis of Beam Carring Moving Concentrated Loads:HERE!

Influence Line of Shear in a Bridge Truss:HERE!

Force in Truss Diagonal Caused by a Moving Uniform Load:HERE!

Force in Truss Diagonal Caused by Moving Concentrated Loads:HERE!

Influence Line for Bending Moment in Bridge Truss:HERE!

Force in Truss chord Caused by Moving Concentgraded Loads:HERE!

Influence Line for Bending Moment in Three-Hinged Arch:HERE!

Deflection of a Beam under Moving Loads:HERE!

*****************************************************************

Capacity of a Rivet:HERE!

Investigation of a Lqap Splice:HERE!

*****************************************************************

Most Economic section for a Beam with a continuous Lateral Support under Uniform Load:HERE!

Most Economic section for a Beam with a intermittent Lateral Support under Uniform Load:HERE!

Design of a Beam with Reduced Allowable Stress:HERE!

*****************************************************************

Capacity of Built-UP column:HERE!

Capacity of a Double-Angle Star Strut:HERE!

Section Selection for a Column with Two Effective Lengths:HERE!

Prestressed concrete:HERE!

*****************************************************************

Analysis of Static Friction:HERE!