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Mount Structural Analysis Report <br />(3) 10.00-Ft T-Arm <br />Site ID: 5000379823-VZW / <br />6. All services are performed, results obtained, and recommendations made in ac, <br />accepted engineering principles and practices. Colliers Engineering & Design is <br />conclusion, opinions, and recommendations made by others based on the informs <br />7. Structural Steel Grades have been assumed as follows, if applicable, unless <br />analysis: <br />o Channel, Solid Round, Angle, Plate ASTM A36 (Gr. 36) <br />o HSS (Rectangular) ASTM 500 (Gr. B-46) <br />o Pipe ASTM A53 (Gr. B-35) <br />o Threaded Rod F1554 (Gr. 36) <br />o Bolts ASTM A325 <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />August 1, 2024 <br />;AL VARY CHAPEL <br />APpPmird'ved <br />AAA UW, I I,-6T A§UANCE <br />of responsible for the <br />)n supplied. <br />Master ID: <br />hise noted in this <br />Discrepancies between in -field conditions and the assumptions listed above may render this analysis <br />invalid unless explicitly approved by Colliers Engineering & Design. <br />Analysis Results: <br />Component <br />Utilization % <br />Pass/Fail <br />Standoff Horizontal <br />76.0 <br />Pass <br />Face Horizontal <br />51.7 <br />Pass <br />Mount Pie <br />31.1 <br />Pass <br />Mount Connection <br />26.3 <br />Pass <br />Structure Rating — (Controlling Utilization of all Components) 76.0% <br />* Results valid after hardware upgrades noted in the PMI Requirements are installed. <br />The mount has been found structurally adequate for all steel and external connection capacities. <br />Serviceability in accordance with TIA-222-H Section 4.9.11.3 has not been considered. <br />Mount Connection Envelope Reactions: <br />Connection <br />Description <br />Elev. AGL <br />Node <br />Label <br />Envelope Wind Reactions <br />Envelope Wind + Ice Reactions <br />Axial <br />Lateral <br />Moment <br />Torsion <br />Axial <br />Lateral <br />Moment <br />Torsion <br />(Ft) <br />(Lbs) <br />(Lbs) <br />(K-Ft) <br />(K-Ft) <br />(Lbs) <br />(Lbs) <br />(K-Ft) <br />(K-Ft) <br />Sector A <br />49 <br />N1 <br />725 <br />927 <br />2.183 <br />1.728 <br />725 <br />119 <br />2.160 <br />0.253 <br />Standoff <br />Notes: <br />- Axial loads act along the axis of the tower <br />- Lateral reactions act perpendicular to the tower <br />- Moment loads introduce bending moment to the tower <br />- Torsion loads introduce twisting moment to the tower <br />- Batch solutions by individual load cases are included at the end of this document <br />