steel

Increasing the breadth of a wooden beam will result to a longer span capacity of a beam.

• True

• False

Type of steel beam design that addresses the actual collapse of a steel plate intended as tension member.

• Allowable strength design

• Elastic deformation

• Load and resistance factor design

• Shear and moment

Increasing the breadth of a wooden beam will result to a higher loading capacity of a beam.

• True

• False

Increasing the depth of a wooden b

• True

• False

A beam loading that produces a linearly varying shear diagram in simple beam.

• Point load

• Concentrated load

• Uniformly varying Load

• Uniformly distributed Load

The variation of the magnitude of bending stress measured from the full length of a beam.

• Moment Diagram

• Shear Diagram

• Uniformly varying Load

• Uniformly distributed Load

In beam design the required dimension always govern for Shearing stress.

• TRUE

• FALSE

Equilibrium conditions are fully adequate to analyze the structure.

• Statically determinate beam

• 2nd degree Statically indeterminate beam

• 1st degree Statically indeterminate beam

• Statically indeterminate beam

The critical part of the beam Subjected to shear failure in a simple beam

• Shear

• Moment

• Mid span

• Support

The part of the beam subjected to slip past its adjacent side in a simple beam.

• Unsupported length

• Shear

• Support

• Midspan