12-1372-052PMM Consulting Engineers
Title :
Job #
Dsgnr.
Date: 11:55AM, 1 DEC 11
Description
Scope
Rev:56000o
User: KW- 0605358, Ver5.B.Q 1-oe�-zoo3 Con
Cret�Rt��I&TeeBeam Design
Page 2 .,
(.]1983-2003 ENEO" Engineering Software
'
Description Milano (revised) B-2
-
Section Analysis
Evaluate Moment Capacity...
Center
Left End
Right End
X: Neutral Axis
2.415 in
2.415 in
2.415 in
a = beta " Xneutral
2.053 in
2.053 in
2.053 in
Compression in Concrete
41.876 k
41.876 k
41.876 k
Sum [Steel comp. forces]
10.912 k
10.912 k
10.912 k
Tension In Reinforcing
-52.800 k
-52.800 k
-52.800 k
Find Max As for Ductile Failure...,
X-Balanced
5.918 in
5.918 in
5.9184 In
Xmax = Xbal * 0.75
4.439 in
4.439 in
4.439 In
a-max = beta ' Xbal
5.031 in
5.031 in
5.031 in
Compression in Concrete
76.968 k
76.968 k
76.968 k
Sum [Steel Comp Forces]
39.820 k
39.820 k
39.820 k
Total Compressive Force
116.788 k
116.788 k
116.788 k
AS Max = Tot Force / Fy
1.946 in2
1.946 in2
1.946 in2
Actual Tension As
0.880 OK
0.000 OK
0.000 OK
Addltional ,Deflection Calcs
Neutral Axis
3.315 in
Mcr. .__
6.5.7..k-ft
Igross"
1,152.00 in4
Ms:Max DL + LL
4.07 k-ft
]cracked
476.58 in4
R1 = (Ms:DL+LL)/Mcr
1.616
Elastic Modulus.
3,122.0 ksi
Ms:Max DL+LL+ST
4.07 k-ft
Fr = 7.5 ` fC^.5
410.792 psi
R2 = (Ms:DL+LL+ST)/Mcr
1.616
Z:Cracking
26.337 k/in
Leff... Ms(DL+LL)
1,152:000 in4
I:eff... Ms(DL+LL+ST)
1,152.000 in4
Eff. Flange Width
8.00 in
ACI Factors (per ACI 318-02, applied internally to entered loads)
ACI.0-1 &C-2 DL 1.400
ACI C-2 Group Factor
0.750 Add"I "1.4" Factor for Seismic 1.400
ACI' C-1 & C-2 LL 1.700
ACI C-3 Dead Load Factor 0.900 Add"I "0,9"
Factor for Seismic 0.900
ACI C-1 & C-2 ST 1.700
ACI C-3 Short Term Factor 1.300
..seismic = ST ' : 1.100