Beam #1:
The beam #1 is a L beam
bw=9 in
L=16 ft (Span)
hf=3 in
be=bw+L/12=9+(16x12)/12=25 in
be=bw+lw/2=9+(6x12)/12=15 in
be=bw+6hf=9+6(3)=27 in
So the effective width for beam 1 is 15 in
Beam #2
The beam 2 is a T beam
bw=8 in
be=L/4=(16x12)/4=48 in
be=bw+0.5LW1+0.5LW2=8+0.5(10x12)+0.5(6x12)=104 in
be=bw+16hf=8+16(3)=56 in
The effective width for beam 2 is 48 in
Beam #3
The beam #3 is a L beam
bw=6 in
hf=3 in
be=bw+L/12=6+(16x12)/12=22 in
be=bw+lw/2=6+(6x12)/12=12 in
be=bw+6hf=6+6(3)=26 in
So the effective width for beam 3 is 12 in
l Verizon 7:00 PM 35% X Assignment 11-2018- T Beam Effec... Division of Engineering Technology Reinforced...
l Verizon 7:00 PM Assignment 10-2018.pdf Analysis of Deubly Reinforced Beam For both of the above figures separately follow the following steps Caculate the nominal moment strength Mofa doubly reinforced section shown in figure bellow Given:-60,000 psi and -6000 psi Draw the "strain and two simulations of"stress force" distribution of the saection. Fill the folowing Find teton renfoecenctE tatio ρ I Check III) Find compression reinforcement ratio p IV) FindA-A and p-p and Find V) osspray 87000 VD Finda from...
5:06 0 < HW #7 HW #7-Due 4/10/2019.doc t] .Calculate strain in tension steel and nominal moment strength for the precast section shown below. Given:f C." 4,000 psi,f,-60,000 psi (a) A-3.00 i 2 (b) A,-5.641 2 30 in 26 A, in 2. A reinforced slab (3.5 inch thickness) built integrally with beam consists of four spans (8'6" ft. on-center). The clear span of the slab is 7" 6" for all spans including the end span. The service live load on...