Industrial Safety Unit-IV workplace health and safety.ppt
Lecture 4 beam design and load combination
1. Concrete Beam design and load
combination by SAP 2000
Composed by
H.M.A. Mahzuz
Assistant Professor (PhD Fellow),
Department of Civil and Environmental
Engineering,
Shahjalal University of Science & Technology
Sylhet,
Bangladesh.
Presentation on
10. Elementary
calculation
• Live load = 2 Kip/ft
• Superimposed load = 1.5 Kip/ft
• Beam span = 12’
• Reaction due to Dead load = 0.15x10x18/144x12/2=0.13 Kip
• Reaction due to Live load=
• Reaction due to Superimposed load=
• My combination = 2xDead load+3xLive load+1xSuperimposed load
• Reaction due to My combination=