Laserfiche WebLink
Concrete Beam Design Report Page 3 <br /> Cracking Moment: 4.000 K-Ft <br /> *Indicates That Nominal Resistance Includes Appropriate Phi Factor O ‘1._ t, <br /> C t,2� 9 o. 6.. <br /> BOTTOM BARS D -Ito?) <br /> Mid-Span Region: -- - <br /> I Design Moment,Mu 1 3.09 K-Ft As Required 0.268 InZ ' Pr ided I 0.310 In' d 5.688 In <br /> Bar Size #5 Number of Layers _ Layer Spacing 0.00 In <br /> Number of Bars I Bars in Lower Layer 1 Ld 12.00 In <br /> At Left Support: <br /> Percent of Bars Continuing into Support 100 Suggested Bar Cutoff(from Centerline of Support) 0.00 In <br /> At Right Support: <br /> Percent of Bars Continuing into Support I 100 I Suggested Bar Cutoff(from Centerline of Support) 0.00 In <br /> MAXIMUM DEFLECTIONS <br /> Span Load Comb Short Total Long Total Max Allow Short Live Max Allow Ieffective <br /> Load <br /> In In In In In In' <br /> MAIN Dead 0.000 0.484 OK 512.00 <br /> I -0.022 -0.033 0.484 OK -0.022 0.322 OK 512.00 <br /> 2 -0.022 -0.033 0.484 OK -0.022 0.322 OK 512.00 <br /> 3 0.000 0.000 0.484 OK 0.000 0.322 OK 512.00 <br /> 4 -0 022 -0.033 0.484 OK -0.022 0.322 OK 512.00 <br /> 5 -0.022 -0.033 0.484 OK -0.022 0.322 OK 512 00 <br /> 6 0 000 0.000 0.484 OK 0.000 0.322 OK 512.00 <br /> 7 0.000 0.000 0.484 OK 0.000 0.322 OK 512 00 <br /> 8 0.000 0.000 0.484 OK 0.000 0.322 OK 512.00 <br /> 9 -0.022 -0.033 0.484 OK -0.022 0.322 OK 512.00 <br /> 10 -0 022 -0.033 0.484 OK -0.022 0.322 OK 512.00 <br /> 11 0.000 0.000 0.484 OK 0 000 0.322 OK 512.00 <br /> 12 0.000 0.000 0.484 OK 0.000 0.322 OK 512.00 <br /> SHEAR DESIGN-MAIN SPAN <br /> ----------------Left Side-------------- --- Right Side---------------- <br /> Number @ Spacing Al Number @ Spacing Al <br /> InZ InZ <br /> Spacing starts from face of support.... <br /> None Required I None Required <br /> \dbs-s0lProject FilesConstructionADU - Job # 1/5/2023 11:18:55 AM <br /> 22-323130h1fs ADU 3-9 gr40.rtf <br />