Previous Topic

Next Topic

Book Contents

Book Index

Number of Shear and Bending Moment Points (Change 51)

The number of points that are used to create diagrams for shear and bending moment has been increased from 12 to 24. This does not affect the calculation of maximum shear, which is at the support, nor of maximum bending moment, which uses discontinuities, supports, and the intercept of the shear diagram. The number was increased only to enhance the graph quality.

See Also

Engineering Design

Absolute Deflection Check (Feature 8)

Deflection Load Combinations from IBC 1604.3 (Feature 121)

Long Term Factor from NDS 3.5.2 (Changes 29-33, 34)

Deflection for Counteracting .6D + W Combination (Bug 2131)

Load Combination Description in Deflection Diagram (Bug 2134)

Additional Data Note for Live Deflection (Change 33)

Number of Deflection Points (Change 50)

Maximum Shear in the Span of Member Warning (Bug 2172)

Design Shear for Non-critical Supports in Shear Diagram (Change 56)

Shear Diagram with Notches (Change 57)

Notch Points of Interest (Change 55)

Removal of UBC (Change 61)

Removal of References to AF&PA (Change 54)