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<br /> <br />1011 W 2nd <br /> <br /> U.S. Office: <br />Canada Office: <br />2610 Vista Del Oro, Newport Beach, CA 92660 <br />550 HWY 7, Unit 315, Richmond Hill, ON L4B 3Z4 <br /> +1 949-822-1913 <br />+1 289-597-0455 <br />9 <br />4.2 Diaphragm Design <br />4.2.1 Diaphragm Seismic Force <br />4.2.1.1 Horizontal Distribution of Diaphragm Seismic Force <br />The horizontal distribution of diaphragm seismic force is tabulated in Table 8. <br /> <br />Table 8. Horizontal Distribution of Diaphragm Seismic Force <br />Line <br />Tributary <br />Area <br />Total <br />Area <br />Tributary Area/ <br />Total Area Fp2 Fp (min) Fp (max) Shear Line <br />Forces 0.7×F <br />sft sft - lb lb lb lb lb <br />A <br />295 590 0.5 2965 3864 7728 1932 1352 B <br />1 <br />2 <br /> <br />4.2.2 Collector Design <br />The location of collector for one and two shear walls are shown in fig 5 and 6. <br /> <br />Figure 5. Location of Collector for One Shear Wall <br /> <br />Figure 6. Location of Collector for Two Shear Walls <br />Page 10 of 108 <br />1011 W Second St <br />5/1/2025