Cottonwood Est-CS140410 4 CO.4),,,L,Lroo.e
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KMW Residence
Coppell, TX
Basement Analysis
w/ respect to
Proximity to Special Flood Hazard Area
Prepared by
Bury-DFW, Inc.
TX Reg. No. F-1048
Dallas, Texas
April 10, 2014
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"BEAMANAL.xls"Program
Version 2.5
SINGLE-SPAN BEAM ANALYSIS
For Simple, Propped, Fixed,or Cantilever Beams
Job Name: KMD Subject: Basement Wall
Job Number: Originator: ceg Checker:
Input Data: c
e
Beam Data: 47 Simple Beam fir, b
Span Type? Simple a
Span, L= 14.0000 ft. 97 Propped Beam r" +P +M +we
Modulus, E = 3000 ksi -l-Wb ���������
Inertia, I = 864.00 in.^4 Fixed Beam !ElNIIIIIIIIMEIME +w
Beam Loadings: Cantilever Beam % RL x RR
Full Uniform: Nomenclature
W= 0.0000 kips/ft.
Start End Results:
Distributed: b(ft.) wb(kips/ft.) e(ft.) We(kips/ft.) Reactions:
#1: 0.0000 0.9700 4.0000 0.6000 RL= 4.16 k RR = 1.98 k
#2: 4.0000 0.6000 14.0000 0.0000 ML= N.A. MR= N.A.
#3: Maximum Moments:
#4: _ +M(max) = 10.76 ft-k @ x= 5.87 ft.
#5: -M(max)= 0.00 ft-k @ x= 0.00 ft.
#6: Maximum Deflections:
#7: -4(max) = -0.143 in. @ x= 6.72 ft.
#8: +4(max)= 0.000 in. @ x= 0.00 ft. -
4(ratio)= L/1174
Point Loads: a(ft.) P(kips) Shear Diagram
#1:
#2:
#3: 4.0
#4: 3.0
#5: o. 2.0
#6: Y
#7: a 1 .o
m
#8: � .c 0.0
#10:
#11: 2.0 .
#12: 3.0 - _ _ _ ._ _..- ;.__ »__.F--:.._,.a_.
#13: - x(ft.)
#14: _ Moment Diagram
#15:
78:10.0
e 9.0
Moments: c(ft.) M (ft-kips) ..e' 60
#1: E 40
#2: 02.0-
#3: 0.0 1 , , , r , , , , , , , ,
..K{{A�, _ _ .. O r cW0 N 0 0 m co p 00 CO N CO 1 V 0,.0 CV 1 CO Q 0 CO N CO V 0
#4: .— h N CO V O) ,0 O CO N h CO CO V O
O O .— N N CO CO V Xi CO 0 ti h 6 co 6 O O z. N N CO V
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