The deep beam shown in Fig. P17-1 supports a factored load of 1450 kips. The beam and columns are 24 in. wide. Draw a tr
Posted: Sun May 08, 2022 9:00 pm
The deep beam shown in Fig. P17-1 supports a factored load of
1450 kips. The beam and columns are 24 in. wide. Draw a truss model
neglecting the effects of stirrups and the dead load of the wall.
Check the strength of the nodes and struts, and design the tension
tie. Use f’c=4000 psi normal weight concrete and fy=60,000 psi
1) “The deep beam shown in Fig. P17-1 supports a factored load of 1450 kips. The beam and columns are 24 in. wide. Draw a truss model neglecting the effects of stirrups and the dead load of the wall. Check the strength of the nodes and struts, and design the tension tie. Use f =4000 psi normal weight concrete and fy=60,000 psi.” (PROBLEM 17-1, Reinforced Concrete Mechanics & Design 5th Edition, Wight & MacGregor) Hint: To estimate the height of the beam, please assume the following: RA = en 6 to 8/f"_bd, where Ra is the reaction force at A. 1450 kip 5'-9" 36" B C D 30" 24" k 20' - 3" Fig. P17-1
1450 kips. The beam and columns are 24 in. wide. Draw a truss model
neglecting the effects of stirrups and the dead load of the wall.
Check the strength of the nodes and struts, and design the tension
tie. Use f’c=4000 psi normal weight concrete and fy=60,000 psi
- The Deep Beam Shown In Fig P17 1 Supports A Factored Load Of 1450 Kips The Beam And Columns Are 24 In Wide Draw A Tr 1 (509.81 KiB) Viewed 26 times