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1321 SE EVERETT MALL WAY BASE FILE 2024-02-26
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1321 SE EVERETT MALL WAY BASE FILE 2024-02-26
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2/26/2024 9:58:02 AM
Creation date
5/12/2023 7:27:15 AM
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Address Document
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SE EVERETT MALL WAY
Street Number
1321
Tenant Name
BASE FILE
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DESCRIPTION: (E) GLB check under RTU-1 <br />Maximum Forces & Stresses for Load Combinations <br />Load Combination <br />Max btress <br />Katios <br />Moment <br />Values <br />snear <br />values <br />Segment Length Span # <br />M <br />V <br />CD <br />CM <br />Ct CLx CV <br />Cfu <br />C i <br />C r <br />M <br />fb <br />F'b <br />V <br />fv <br />F'v <br />Length = 19.0 ft <br />1 <br />0.625 <br />0.347 <br />1.15 <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />49.41 <br />1,626.5 <br />2,604.3 <br />8.57 <br />105.8 <br />304.8 <br />+D+0.60W <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />0.0 <br />0.00 <br />0.0 <br />0.0 <br />Length = 19.0 ft <br />1 <br />0.229 <br />0.122 <br />1.60 <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />25.25 <br />831.2 <br />3,623.3 <br />4.18 <br />51.5 <br />424.0 <br />+D+0.70E <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />0.0 <br />0.00 <br />0.0 <br />0.0 <br />Length = 19.0 ft <br />1 <br />0.225 <br />0.120 <br />1.60 <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />24.77 <br />815.6 <br />3,623.3 <br />4.12 <br />50.9 <br />424.0 <br />+D+0.750Lr+0.45OW <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />0.0 <br />0.00 <br />0.0 <br />0.0 <br />Length = 19.0 ft <br />1 <br />0.227 <br />0.121 <br />1.60 <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />24.96 <br />821.6 <br />3,623.3 <br />4.14 <br />51.1 <br />424.0 <br />+D+0.750S+0.450W <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />0.0 <br />0.00 <br />0.0 <br />0.0 <br />Length = 19.0 ft <br />1 <br />0.457 <br />0.252 <br />1.60 <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />50.27 <br />1,655.1 <br />3,623.3 <br />8.67 <br />107.0 <br />424.0 <br />+D+0.750S+0.5250E <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />0.0 <br />0.00 <br />0.0 <br />0.0 <br />Length = 19.0 ft <br />1 <br />0.454 <br />0.251 <br />1.60 <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />49.92 <br />1,643.4 <br />3,623.3 <br />8.63 <br />106.5 <br />424.0 <br />+0.60D+0.60W <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />0.0 <br />0.00 <br />0.0 <br />0.0 <br />Length = 19.0 ft <br />1 <br />0.142 <br />0.074 <br />1.60 <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />15.61 <br />514.0 <br />3,623.3 <br />2.56 <br />31.6 <br />424.0 <br />+0.60D+0.70E <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />0.0 <br />0.00 <br />0.0 <br />0.0 <br />Length = 19.0 ft <br />1 <br />0.138 <br />0.073 <br />1.60 <br />1.00 <br />1.00 <br />1.00 0.944 <br />1.00 <br />1.00 <br />1.00 <br />15.14 <br />498.4 <br />3,623.3 <br />2.50 <br />30.9 <br />424.0 <br />Overall Maximum Deflections <br />Load Combination Span <br />Max. "" Defl Location in Span Load Combination Max. "+" Defl Location in Span <br />+D+S 1 <br />0.6333 <br />9.569 0.0000 0.000 <br />Vertical Reactions <br />Support notation : Far left is #1 Values in KIPS <br />Load Combination <br />Support 1 Support <br />2 <br />Max Upward from all Load Conditions <br />11.784 <br />11.826 <br />Max Upward from Load Combinations <br />11.784 <br />11.826 <br />Max Upward from Load Cases <br />7.125 <br />7.125 <br />D Only <br />4.659 <br />4.701 <br />+D+Lr <br />4.659 <br />4.701 <br />+D+S <br />11.784 <br />11.826 <br />+D+0.750Lr <br />4.659 <br />4.701 <br />+D+0.750S <br />10.002 <br />10.045 <br />+D+0.60W <br />4.775 <br />4.831 <br />+D+0.70E <br />4.728 <br />4.778 <br />+D+0.750Lr+0.450W <br />4.746 <br />4.798 <br />+D+0.750S+0.450W <br />10.090 <br />10.142 <br />+D+0.750S+0.5250E <br />10.054 <br />10.103 <br />+0.60D+0.60W <br />2.912 <br />2.950 <br />+0.60D+0.70E <br />2.864 <br />2.897 <br />S Only <br />7.125 <br />7.125 <br />W Only <br />0.194 <br />0.216 <br />E Only <br />0.099 <br />0.109 <br />I;;2> <br />
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