11625 AIRPORT RD SONRISE CHRISTIAN CENTER 2025-04-11

Project Title: 1 Engineer: Project ID: Project Descr: General Beam Analysis Project File:230803_enercalc trib_210208_s2306010.ec6 LIC#:KW-06017385,Build:20.23.08.30 SOUND STRUCTURAL SOLUTIONS (c)ENERCALC INC 1983-2023 DESCRIPTION: (E-3) 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 Dsgn.L= 7.17 ft 1 -21.75 21.75 4.03 Dsgn.L= 50.00 ft 2 28.91 -21.75 28.91 3.50 Dsgn.L= 3.75 ft 3 -10.27 10.27 2.74 +D+S Dsgn.L= 7.17 ft 1 -114.45 114.45 21.18 Dsgn.L= 50.00 ft 2 154.61 -114.45 154.61 18.29 Dsgn.L= 3.75 ft 3 -48.67 48.67 12.98 +D+0.750S Dsgn.L= 7.17 ft 1 -91.27 91.27 16.89 Dsgn.L= 50.00 ft 2 123.18 -91.27 123.18 14.59 Dsgn.L= 3.75 ft 3 -39.07 39.07 10.42 +0.60D Dsgn.L= 7.17 ft 1 -13.05 13.05 2.42 Dsgn.L= 50.00 ft 2 17.35 -13.05 17.35 2.10 Dsgn.L= 3.75 ft 3 -6.16 6.16 1.64 +1.140D Dsgn.L= 7.17 ft 1 -24.80 24.80 4.59 Dsgn.L= 50.00 ft 2 32.96 -24.80 32.96 3.99 Dsgn.L= 3.75 ft 3 -11.71 11.71 3.12 +1.105D+0.750S Dsgn. L= 7.17 ft 1 -93.56 93.56 17.31 Dsgn.L= 50.00 ft 2 126.22 -93.56 126.22 14.96 Dsgn. L= 3.75 ft 3 -40.15 40.15 10.71 +0.460D Dsgn.L= 7.17 ft 1 -10.01 10.01 1.85 Dsgn.L= 50.00 ft 2 13.30 -10.01 13.30 1.61 Dsgn.L= 3.75 ft 3 -4.72 4.72 1.26 Overall Maximum Deflections Load Combination Span Max.'- Defl Location in Span Load Combination Max."+"Defl Location in Span 1 0.0000 0.000 +D+S -5.7626 0.000 +D+S 2 21.8487 25.949 0.0000 0.000 3 0.0000 25.949 +D+S -4.7619 3.750 Vertical Reactions Support notation:Far left is#' Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum 39.188 31.267 Overall MINimum D Only 7.429 6.235 +D+S 39.188 31.267 +D+0.7505 31.248 25.009 +0.60D 4.457 3.741 S Only 31.760 25.031 '2ugLII