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1700 E St Andrew Pl - Plan
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1700 E St Andrew Pl - Plan
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Last modified
11/13/2025 1:13:16 AM
Creation date
6/6/2025 7:22:23 AM
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Template:
Plan
Permit Number
20182190
30146952
40138878
Full Address
1700 E St Andrew Pl
Street Number
1700
Street Direction
E
Street Name
St Andrew
Street Suffix
Pl
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Thursday, July 18, 2024 SteelSmart® System 8.5 <br />Company:Melqart Inc Project:Probation st Andrew <br />Address:1700 E St Andrew Country: United States <br />State:Alabama Zip Code:92705 <br />Stud - Interior Wall <br />W1 <br />Single Forces Check: <br />Span #Forces Actual Allowable Act./All.X/L <br />1 <br />Compression (P) (kips)2.133 3.002 0.711 * 0.1 <br />Moment (Mx) (kips.in)3.049 14.279 0.214 * 0.5 <br />Shear (Vy) (kips)0.102 1.415 0.072 0 <br />* Forces are calculated for punched-out section <br />Combined Forces Check: <br />Span #Forces Act./All.X/L <br />1 <br />Combined Mx & P Mx (kips.in):-3.049 P (kips):-2.133 0.924 0.5 <br />Combined Mx & Vy Mx (kips.in):-2.927 Vy (kips):0.02 0.176 0.4 <br />Serviceability Check: <br />Span #Deflection Actual Allowable Act./All. <br />1 Lateral Deflection (in):0.067 0.333 0.201 <br />Wall Bridging: <br />Span #Bridging <br />Max. Wall Bridging Spacing (ft):5 Spacing of Bridging Line Anchors (ft):16 <br />1 <br />Member Type:TSN BridgeBar®Clip Type:1 × BridgeClip (1 Screw) <br />Moment (M1) <br />(kips.in) <br />Axial (F1) <br />(kips) <br />Actual:0.102 0.256 <br />Allowable:0.79 1.172 <br />Interaction Ratio:0.348 <br />Moment (M1) <br />(kips.in) <br />Tension <br />(kips) <br />Actual:0.102 0.043 <br />Allowable:0.252 0.075 <br />Interaction Ratio:0.975 <br />Screws: <br />Connection to Bridging Member <br />Actual Shear (kips):0.043 <br />Allowable Shear (kips):0.255 <br />Act./All.:0.167 <br />No. of Screws:1 (#10) <br />Connection to Wall Stud <br />Actual Tension (kips):N/A <br />Allowable Tension (kips):N/A <br />Act./All.:N/A <br />No. of Screws:N/A <br />Factored Reactions: <br />Joint #Rx (kips)Ry (kips)Rm (kips.in) <br />1 -0.102 2.133 0 <br />2 -0.102 0 0 <br />Unfactored Reactions: <br />Joint #Load Case Rx (kips)Ry (kips)Rm (kips.in) <br />1 <br />Dead Load 0 0.4 0 <br />Live Load 0 1.733 0 <br />Transverse Load -0.102 0 0 <br />Snow/Roof Live Load 0 0.4 0 <br />2 <br />Dead Load 0 0 0 <br />Live Load 0 0 0 <br />Transverse Load -0.102 0 0 <br />Snow/Roof Live Load 0 0 0 <br />ASI SteelSmart® System 8.5 - Version 8.5.125.0 Page 3 / 3 <br />P1.41 <br />California <br />1700 E St Andrew <br />Pl10/8/2024
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