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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:E.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 6.918 -0.03 64.59 0.00 +1.40D Span # 1 1 6.918 -0.00 64.59 0.00 +1.20D+1.60L Span # 1 1 6.918 -0.00 64.59 0.00 +1.20D+L Span # 1 1 6.918 -0.00 64.59 0.00 +1.20D+0.50W Span # 1 1 3.129 3.50 64.59 0.05 +1.20D-0.50W Span # 1 1 6.918 -0.00 64.59 0.00 +1.20D+L+W Span # 1 1 3.129 7.01 64.59 0.11 +1.20D+L-W Span # 1 1 6.918 -0.01 64.59 0.00 +0.90D+W Span # 1 1 3.129 7.01 64.59 0.11 +0.90D-W Span # 1 1 6.918 -0.01 64.59 0.00 +1.412D+L+2.50E Span # 1 1 3.129 23.86 64.59 0.37 +1.412D+L-2.50E Span # 1 1 6.918 -0.03 64.59 0.00 +0.6880D+2.50E Span # 1 1 3.129 23.86 64.59 0.37 +0.6880D-2.50E Span # 1 1 6.918 -0.03 64.59 0.00 Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections - Unfactored L Span 1 1 0.0104 3.500 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 0.0097 3.500 0.0000 0.000 +D+L 1 0.0104 3.500 0.0000 0.000 +D+0.750L 1 0.0102 3.500 0.0000 0.000 1 0.0060 3.500 0.0000 0.000 L Only 1 0.0068 3.500 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 0.40 0.40 0.00 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.08 15.00 1.10 1.10 0.03 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.16 15.00 1.79 1.79 0.12 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.25 15.00 2.46 2.46 0.26 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.33 15.00 3.11 3.11 0.46 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.41 15.00 3.75 3.75 0.71 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.49 15.00 4.36 4.36 1.02 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L+2.50E 1 0.58 15.00 0.25 0.25 0.98 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.66 15.00 0.41 0.41 0.97 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.74 15.00 0.98 0.98 1.00 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.82 15.00 1.53 1.53 1.07 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.91 15.00 2.06 2.06 1.20 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 0.99 15.00 2.58 2.58 1.36 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.07 15.00 3.08 3.08 1.57 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.15 15.00 3.56 3.56 1.82 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.24 15.00 4.03 4.03 2.11 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.32 15.00 4.48 4.48 2.44 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.40 15.00 4.91 4.91 2.81 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.48 15.00 5.33 5.33 3.21 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.56 15.00 5.73 5.73 3.65 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.65 15.00 6.11 6.11 4.12 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.73 15.00 6.47 6.47 4.62 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.81 15.00 6.82 6.82 5.15 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.00 +1.412D+L-2.50E 1 1.89 15.00 7.15 7.15 5.70 1.00 29.14 Vu < PhiVc/2 Not Reqd 0.00 0.0060