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ASCE 7-16 WIND: BUILDING DATA: <br />Basic wind speed (3 sec gust) =110 MPH <br />Exposure <br />Roof Pitch =5.00 :12 <br />Building Height to Eave =8 ft <br />Building Height to Ridge =16.16 ft <br />Building Length (Longitudinal) =46.16 ft <br />Building Width (Transverse) =42.33 ft <br />Mean Roof Height h =12.1 ft <br />Height Adjustment factor λ =1.21 Fig 28.6-1 <br />-14.13G -14.36H -19.34G -12.29H <br />-20.07E -18.49F -27.84E -15.91F <br />0.32D <br />-1.58B θ=22.6 <br />21.32C 15.36C 16.16 <br />30.56A All forces shown in psf 8 23.14A <br />=42.33 =46.16 <br />TRANSVERSE ELEV.LONGITUDINAL ELEV. <br />23.14A 2a=6.1ft 10 % of least dimension=4.2 ft <br />8.10 kips 40 % of the eave height =3.1 ft <br />42.33 ft 8.28 k <br />10.6psf 4 % of least dimension or 3 ft=3.0 ft <br />15.36C 16.2 psf therefore a =3.1 ft <br />46.16 ft Example: ps =λ Kztps30 EQ 28.6-1 <br />All forces shown in psf 6.1ft Kzt =1.00 Fig 26.8-1 <br />horizontal load at end zone ps30 =19.1 Fig 28.6-1 <br />21.32C 30.56A Height Adjustment factor λ =1.21 Fig 28.6-1 <br />PLAN VIEW <br />FIGURE 28.6-1, Main Wind Force System 23.14psf <br />Roof <br /> Angle Wall (A)Roof (B)Wall (C )Roof (D)WW (E)LW (F)WW (G)LW (H)EOH GOH <br />Transverse 22.6 30.56 -1.58 21.32 0.32 -20.07 -18.49 -14.13 -14.36 -31.18 -25.34 <br />Longitudinal All 23.136 -12.11 15.364 -7.23012 -27.836 -15.906 -19.341 -12.291 -39.043 -30.54727 <br />* If roof pressure under horizontal loads is less than zero, use zero <br />Plus and minus signs signify pressures acting toward and away from projected surfaces, respectively. <br />For the design of the longitudinal MWFRS use Ө = 0°, and locate the zone E/F, G/H boundary at the mid-length of the building <br />Direction <br />Load <br />Horizontal Loads Vertical Loads <br />MWFRS <br />Interior zone Interior zone Overhang <br />SEC 28.6 MOTHOD 2- SIMPLIFIED PROCEDURE (LOW-RISE, 60 FT) <br />End Zone End Zone <br />PROJECT NAME 1311 N Towner St Bellflower, California 90706 <br />mce2020@gmail.com <br />MIDCITIES SHEET OF CALCULATION Midcities Engineering <br />9744 Maple street #101 <br />SUBJECT WIND ANALYSIS PROJECT NUMBER 24-107 <br />ADDRESS 1311 N Towner St <br />DATE 5/10/2024 <br />` <br />X <br />W1 <br />1311 N Towner St <br />9/24/2024