Section 600S200-43(50)[Loads
Dead 20.00 lbs/ft
Live 100.00 lbs/ft
Deflections
Live L/ 636 = 0.184 in
Total L/ 570 = 0.205 in
Strength Check
(M/Ma)2+(V/Va)2 = 1.05
Ordinate
x ft
0.00
2.44
4.88
7.31
9.75
Live On
M in-lbs
0.00
8555.63
8555.63
0.00
-17111.25
All Spans
V lbs
438.75
146.25
-146.25
-438.75
-731.25
Live On
M in-lbs
0.00
-356.48
-2138.91
-5347.27
-9981.56
Odd Spans
V lbs
12.19
-36.56
-85.31
-134.06
-182.81
Live On
M in-lbs
0.00
10338.05
12120.47
5347.27
-9981.56
Even Spans
V lbs
499.69
207.19
-85.31
-377.81
-670.31
Joist
2
Section 600S200-43(50)[Loads
Dead 20.00 lbs/ft
Live 100.00 lbs/ft
Deflections
Live L/ 636 = 0.184 in
Total L/ 570 = 0.205 in
Strength Check
(M/Ma)2+(V/Va)2 = 1.05
