12-1372-057PMM Consulting Engineers Title: Job # rXA
716$ SW 47 St, B4 Dsgnr: Date: T 37PM. 20 MAR 11
Miami, Florida 33155 Description
Scope
Rev: 580000
User. 3-20035358,CALC n 1 -Dec -2003 Concrete Rectangular & Tee Beam Design Page 3 ;
(c)1963-2003 ENERCALC Engineering Software
Description Model C1 Beam B3 _.. , _. „_ _•, __
Sketch & Diagram
1 .%4 ] V d f J t � �r 7+4 J.... d ,., 9 -� ... u. ...., ... _ I F, a.,w � L 1 w.+wl�-Ot 1�'y«.-LLN..t .,.�,k ..: -iW. -1 �:..• /,,. 1,: v..11
Vrr'3,67f, 1.05 210 3.15 4.20 . 5.25 6.30 7,35 8.40 9.45 10 50 1P,Yar7I 1.05 2.10 3.15* 4.20 5.25 6.30 7,35 8.40 9.45 10,50
^-rT7".'r_;, 118 Irl rjll tvh9,� �Il�j)R�IlId l'�i It t
t92krfv t,i7- i ,°I F5J.,tvl MMI 1.1)2Wn
r�� �I7I�Iifi��l �fIhIluYll y _ I'I / 4 ry ' I) k
,4 iia V i��II�,N I'lll it 'Il, !tt;4,�11ii
+! (I ,�fr I �P�i�lll�l llli�lll�l� I11h1y �1{�I'�Il ly
- I7 H I � i hYdll4lt, � Ih h dl
�� IB"'�d�I MINI 9 Ii Ili q
o nMax=l
o.oigin-ft V I. -4a3 fel 4 ,G
'aa4� �Id �Y69
Mu:Max (P rIA!"O,tlok-ft �k'I -7.09
Rmax=10,869k - �" 'ulG atij4
Rmax=6, Load (k
Vo -Max = 10.689k Vu Max = ) Location Along Member (ft) Shaar Load (k) Location Along Member (ft)
t�. �i3 1.05 210 3.75 y4 POS, 5 25 s 0 30 7,35 8.40 9.45 10.50 31.60 1.05 2.10 3,15 4 2D 5251 16.30 7,35 8.40 9,45 10,50
.. .37.92 fi t
28..".. , . , , r
33.71 8
.
29.49 22.12
22
t
25.28 ! ": i "{ i L) 18.96 l i I t r yr l u tt F
2107
16 85 f � " .. ar 1 y , � I ;. i s 12.84 I i I •. '(t �^ p y� i i r
12 64s 1 l ! I t y/ r (trA I ! is f l s7 B 46
.. 4 21:...,.Mv.%,.-r._._. '.....,.iuw.L...-, . f � ,r r t 318' i ) , ..:, 1 ;< r I i. r •. r
' - Be{ir�4g Moment (k -ft) .. _ Locatlon Along Member (ft) BeAr(�4g Moment (k -h) Loratlan Along Member �(tl)
Beam Sketch Stresses for ACI C-1 Combination Stresses for ACI C-2 Combination
_ 105 .2,10 3.15 4.20 5.25 6.30 7,3$ 6.40 9.45 10.50 4 1.05 210 3,15.4.20 525 6,30 7.35 8.40 9.45 1050915,Ll 05 2.10 3.15 4,20 5.25 6.30 7.35 8,40 9.45 10,50
� MilkII II+�II IlI .
� II�I�I6 �4 II!ggI rlµ 0.00 ,,yl Ulliil h I - C II YI' 0.00 L.,u 4 : f G r
III lir p9 IIS �• f� t III)
�,�a P1�1; h'�i�fFi��$Gry
-4.21 G II h
S,00 a°IIPrI II:p11 I , p r�: Iy I�� II �I �II X11 -4.21 AGI WIrI II f ��I I
utuu��IjVII' dl fit lI d IIilf 6.31IV MVI 'Vi I�I s.31 �IV(7��9?I�Il�l4'I
I h IIyI`I I N Sheer Load (k) Locatlon Alogg Member (tt) Shear Load (k) Locatlon Alon Member N
ui 1I�II�i,LG�';ju IIIII IIII 28.05 1:05 210 3 15 4 2 5 2 . 6 30 7 35.8.40 9.45 10.502a.05 1 05 2,10 3 15 A 20; 5 5 5 6 30 p ( )
-2.54 �I 1 VIVA NII 5 4r� `5 J t r '� k ! 3s 8.40 9 as to.s0 -
LI'ryII �I � 25.25 I 1 L tw 25.25
•3.80 uj I 1 19 64 1 {{ 22.44" pyy 1,1 aluE 5Ir { 1
h r 1 19.84 { l t
Shear Load (k) Location Along Member (ft 16 83 ,� y " i1 ,I �.I-i �I r 16.83
16.80 1 05 2 10 3 15 4.20 5 ?6 6 30 7.36 6.40 ) 9.45 10.50 �� 22 u r r 2M -I'-- /. M 14.03,
15.01 u, s" r 8 42 f 9 1- �d 'Is >♦ a 11422
842,
13.3A F 4 561c t rir a 'u �. " a r 561 1 r.rs v
11.66
Be
e-•.A-O00o0A!II)X8uM!�f n�"@Im'1�t+.5I.i,Ns'1!ni�f��PJl lI I(h%l°rve�4kp���IlIV?l�IIVfIid.I;(.Il' .rIhfI,iVg fI�li�7fI�i,) N:GgG+ia gIlJ�{{j{l��:,Ij4lVl;i,�'�uP !i.tl4IIffi lll�I.1.�1f+r+1IV�pltl�ii'�hIp'IP�r '�NhoNCI+'�J.d11l4>.�..II .q.�(j,.,hI �.tlYa,,�I_�IV�`,. lI�nI4, 1i:I'�1n�II{�pIIi tIl I�ka'Vfip4I�llp14I',(��I�ItlIrypIIiitqqIIl�d.„I`lh',:,IIIrfVtlrr���lnI.4'�Uq;n,I4i�,Ir,m.i?x1Ir�lf11,IlI 'lLrI tlI'4�,�tns.rI^l.i "lr,AliPIrf,n.4�; Rn(;G�J9!),fIr �f )l.P�§y�1,1YI��,F, F'1050--0200.6O.00O101 !V.NvpAlIIj11,AliI,aI 1""'z
lI,��i, P; �aylf1P .1!i,Ell19- �I�II,,u.5h:A'1f,1l•ii)IaI1r/''hi
IiIr
� MIµ,..ritill
a,lU'
f:ilIl�pi"rl)rr(
r6.34 -001 -0.01 1N1;I6.67 -O.tlt
I.
r TI.1I
mso
33k P
`4
4 --00..0022 1 1G -0.002
-0.02
Bei M Location Along Member (ft) .0.02 -0A2
oment cal 1 ,� rv:�illfj I (II�iI llllh � ll`llk I{9I "�y'I i1pS �1V�IIN 1)II �9d
�JIIiI4Ipy"1,�k6Cl�Ii ��ly lN9IlVsI �I i �. IIFI,JI 11Iu1I71I
1ry�:1f1l�ffffi;'�l�
I�II
Pu"
"y" Deflection on Location Along Member (ft) Local "y' Deflection (In) Locaflon Along Member. (ft)
Stresses for ACI C-3 Combination Stresses for Service Dead + Live Loads Stresses for Dead+Live+Short Term Loads