Evaluation of Shear and Diagonal Tension in Plain Concrete
Comparison Ansi-Aisc 360-05 to 1989 ASD
4.Designfor AASHTO 1997
Walls and Shear Walls
Steel code book
Beam Design. Stress Axial Stress Strain Factor of Safety Bending Stress Shear Stress Beam Selection Deflection Evaluation and Redesign.
SFD-AISC-360-10.pdf
Punching Shear Strength of Reinforced Concrete Slabs Without Transverse Reinforcement
WB Diaphragm Design
5.8 SHEAR STRENGTH Where: – –V u = maximum shear based on the controlling combination of factored loads – –Ø = resistance factor for shear = 0.90 – –V.
