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D. RESULTS OF ANALYSIS (CONT.) <br />Load Combination 2: SW + RTC-WL + 1/20 (Overturning Effects) and <br />Load Combination 3: SW + RTC-WL (Overturning Effects) <br />Consideration is required for uplift and overturning stability of the roof <br />structure. The uplift and overturning results can be summarized as follows: <br />- Maximum Force in Longitudinal Roof Guy Wire 2,280 lbs. <br />Maximum Corresponding Uplift <br />and Horizontal Forces at Longitudinal Roof <br />Ground Anchors <br />1,370 lbs., 1,820 lbs. <br />- Minimum Deadman Reg. at Longitudinal Guy 7,437 lbs. <br />Anchors (Concrete Block Reg.)(3'-9"x3'-9"x3'-9") <br />- Maximum Force in Transverse Roof Guy Wire 3,000 lbs. <br />Maximum Corresponding Uplift <br />and Horizontal Forces at Transverse Roof <br />Ground Anchors <br />2,120 lbs., 2,120 lbs. <br />- <br />- Minimum Deadman·Reg. at·Transverse Guy ··0L'·"- ' 9,187'lbs. <br />Anchors (Concrete Block Reg.)(4'-0" x4'-0 " x4'-0 ") <br />- Maximum Force in Sound Wing Guy Wire 1,630 lbs. <br />- Maximum Corresponding Uplift 1,270 lbs., 1,020 lbs. <br />and Horizontal Forces at Sound Wing <br />Guy Anchors <br />- Minimum Deadman Reg. at Sound Wing· Guy -- --- 4,-670 lbs. <br />Anchors (Concrete Block Reg.)(3'-3"x3'-3" x3'-3") <br />- Minimum Ballast Reg. at Tower Bases (LC3)3,397 lbs. <br />(Concrete Block Reg.)(3'-0" x3'-0 " x 3'-0") <br />- Minirium Ballast Reg. at Tower Bases (LC2)1,000 lbs. <br />(Concrete Block Reg.)(2'-0" x2'-0" x2'-0") <br />11