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HomeMy WebLinkAboutX2021-1533 - CalcsCalculation es of 9 Dcscrit t on z R ' 1 -` K. L. Maddux, Inc. Structural Eneineerin¢ -Top ' ?�cr" 2 Y f Lk+ it 15DS �p 5a MtN•, ' E Tc©N = lobcLC►a�/m•"it►2x/ = 2.iLe it �? Volt_ i-ot�� SrtZS (2'fZ� fA, 5 tDEu— c ' C-&- 1 TAt'Le 5 (IV) 44 12. f4 1rc+ dER www.KLMaddux.com Calcb . MO Anchor DesignerT"" Software f r Version 2.78990.42 e Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: 17.2.3 4.2 not applicable Ductility section for shear. 17.2.3.5.3 (c) is satisfied Do factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads : Yes Strength level loads N.. [lb]-. 0 V.. [Ib]'. 10438 V... [lb): 0 Mo. [ft-lb]: 0 Mir [ft-lb]: 0 M� [ft-Ib]: 0 <Figure 1> Company: Date: 8/8/2021 Engineer. Page: 2/5 Project. Address: Phone: E-mail: 0 ib Z to `I I I5 (�0 a✓� �� . t3 3) JG,o ,.25 �tA I a lb Input data and results must be checked for agreement With the existing cirwmstances. the standards and guidelines must be Checked for plausibility. 5956 W Las Positas Boulevard Pleasanton, CA 94588 Phone. 925.560.9000 Fax 925 847 3871 w .strongae.com bs ®T' ' Anchor DesignerT^' t r Software Version 2.7.6990.42 e -Figure 2> Company: Date: 8/8/2021 Engineer: Page: 3/5 Project: Address: Phone: Email: 12.75 _ _ 12.75 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 5956 W. Las Posdas Boulevard Pleasanton, CA 94588 Phone. 925.560.9000 Fax 925.847 31371 www.stmngtiecom