2333 SEAWAY BLVD 2025-02-03 - Laserfiche WebLink

General Beam Analysis'.. rroject File:ENERCALC 20 LE :KW-06015335,Build:20.24.04.09 D.S.ENGINEERING N (c)ENERCALC INC 1983-2023 DESCRIPTION: Latreal Load to Adapter Curb General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 22.30 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 Span#2 Span Length = 8.50 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 Span#3 Span Length = 2.50 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 .. . . ........................ ... .. VV(0.1281) E(0.095) W(0.1535)E(0.145) W(0.1535)E(O.145) �mz�:t.,,n.,�.,xaa r ?,,.,„., .. .,h.>k x»u�rrn t ,. .[i:.:.n t.,,mu'�t,��z,E fiiae:.'�..o�?�.�,.(��dA3�` ,3�;�E..,��,,✓ �"?'$;;` ��.5'�....,. (��:� ta�Y' ,,,..,H_,.��s,5�,.iu;.4�A��.c.'?�?"�aiu"� Span=22.30 ft Span-8.50 ft Span=2.50 ft �� '�e1�fC`e to s en ed.Load Factors ill be a lied for calcul ions. Applied Loads Pp Load for Span Number 1 -1" I��, ..F�-t- �� + Uniform Load : W=0.1281, E=0.0950 k/ft, Tribut th= 1.0 ft. ,- or�X M -t-I jS) •3x Load Uniform for pond an Number 0.1535, E=0.1450 k/ft, Tr' tary W'�'r 1:0 � 1 �+1� f-l� ly � / i Load for Span Number 3 � Uniform Load : W=0.1535 E=0.1450 k/ft, Tributary Width- 1.0 ft DESIGN SUMMARY I44 t,X L(J`' 2 X �C _..__ .......... _........ .... r •.. Maximum Bending- 3.649 k-ft 1 S e r- 1.021 k Load Combination +0.60W ad Combination +0.60W Span#where maximum occurs Span#1 Span where maximum occurs Span# 1 Location of maximum on span 22.300ft Location of maximum on span 22.300 ft Maximum Deflection Max Downward Transient Deflection 0.138 in 1936 Max Upward Transient Deflection -0.012 in 8195 Max Downward Total Deflection 0.083 in 3228 Max Upward Total Deflection -0.007 in 13659 _.__...... . _... _.. _._.. ._ - . _....._... .. . ............. _........ . ..... ............ .. ..: Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values (k-ft) Shear Values (k) Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max' VnxVnx/Omega Overall MAXimum Envelope Dsgn. L= 22.30 ft 1 3.13 -3.65 3.65 1.02 Dsgn. L= 8.50 ft 2 -0.00 -3.65 3.65 0.79 Dsgn.L= 2.50 ft 3 -0.32 0.32 0.25 Dsgn. L= 22.30 ft 1 -0.00 Dsgn. L= 8.50 ft 2 -0.00 Dsgn.L= 2.50 ft 3 -0.00 +0.60W Dsgn.L= 22.30 ft 1 3.13 -3.65 3.65 1.02 Dsgn.L= 8.50 ft 2 -0.00 -3.65 3.65 0.79 Dsgn. L= 2.50 ft 3 -0.29 0.29 0.23 E Only`0.70 Dsgn.L= 22.30 ft 1 2.69 -3.20 3.20 0.89 Dsgn. L= 8.50 ft 2 -0.00 -3.20 3.20 0.77 Dsgn.L= 2.50 ft 3 -0.32 0.32 0.25 +0.450W Dsgn. L= 22.30 ft 1 2.35 -2.74 2.74 0.77 Dsgn.L= 8.50 ft 2 -0.00 -2.74 2.74 0.59 Dsgn. L= 2.50 ft 3 -0.22 0.22 0.17 E Only`0.5250 Dsgn. L= 22.30 ft 1 2.02 -2.40 2.40 0.66