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Beam on Elastic Foundation LIC# : KW-06014251, Build:20.23.08.30 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 DESCRIPTION:A.1 - GRADE BEAM Project File: Member Check.ec6 Project Title: Engineer: Pro ect ID: Project Descr: Span # ending Stress Results ( k-ft Location (ft)Load Combination Mu : Max tress RatiSegment Length Phi*Mnxin Span MAXimum Bending Envelope Span # 1 1 13.412 25.63 64.59 0.40 +1.40D Span # 1 1 13.059 0.11 64.59 0.00 +1.20D+1.60L Span # 1 1 13.059 0.53 64.59 0.01 +1.20D+L Span # 1 1 13.059 0.37 64.59 0.01 +1.20D+0.50W Span # 1 1 1.588 4.97 64.59 0.08 +1.20D-0.50W Span # 1 1 13.412 4.97 64.59 0.08 +1.20D+L+W Span # 1 1 1.588 10.06 64.59 0.16 +1.20D+L-W Span # 1 1 13.412 10.06 64.59 0.16 +0.90D+W Span # 1 1 1.588 9.86 64.59 0.15 +0.90D-W Span # 1 1 13.412 9.86 64.59 0.15 +1.412D+L+2.50E Span # 1 1 1.588 25.63 64.59 0.40 +1.412D+L-2.50E Span # 1 1 13.412 25.63 64.59 0.40 +0.6880D+2.50E Span # 1 1 1.588 25.41 64.59 0.39 +0.6880D-2.50E Span # 1 1 13.412 25.41 64.59 0.39 Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections - Unfactored L Span 1 1 0.0155 0.000 0.0000 0.000 Location in SpanMax. Downward Defl Location in SpanLoad Combination Span Max. Upward Defl Maximum Deflections for Load Combinations - Unfactored D Only 1 0.0081 0.000 0.0000 0.000 +D+L 1 0.0155 0.000 0.0000 0.000 +D+0.750L 1 0.0137 0.000 0.0000 0.000 1 0.0060 7.500 0.0000 0.000 L Only 1 0.0134 0.000 0.0000 0.000 Detailed Shear Information Load Combination Vu (k)Span Distance 'd'Comment Phi*Vs Req'd d*Vu/MuMu (ft) (k)(in) Actual Suggest(k-ft)Number (k) Spacing (in) Design Phi*Vc +1.412D+L-2.50E 1 0.00 15.00 0.26 0.26 0.00 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.18 15.00 0.61 0.61 0.03 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.35 15.00 0.94 0.94 0.12 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.53 15.00 1.26 1.26 0.28 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.71 15.00 1.57 1.57 0.48 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.88 15.00 1.86 1.86 0.74 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.06 15.00 2.14 2.14 1.06 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.24 15.00 2.41 2.41 1.42 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.41 15.00 2.67 2.67 1.83 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.59 15.00 2.91 2.91 25.11 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.76 15.00 3.14 3.14 24.62 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.94 15.00 3.36 3.36 24.08 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L+2.50E 1 2.12 15.00 -3.71 3.71 24.27 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L+2.50E 1 2.29 15.00 -3.84 3.84 23.60 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L+2.50E 1 2.47 15.00 -3.97 3.97 22.91 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L+2.50E 1 2.65 15.00 -4.08 4.08 22.19 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L+2.50E 1 2.82 15.00 -4.19 4.19 21.46 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L+2.50E 1 3.00 15.00 -4.29 4.29 20.70 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L+2.50E 1 3.18 15.00 -4.38 4.38 19.93 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L+2.50E 1 3.35 15.00 -4.47 4.47 19.14 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L+2.50E 1 3.53 15.00 -4.54 4.54 18.34 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L+2.50E 1 3.71 15.00 -4.61 4.61 17.52 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L+2.50E 1 3.88 15.00 -4.68 4.68 16.70 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L+2.50E 1 4.06 15.00 -4.74 4.74 15.85 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.0057