Page 135 - Pressure Vessel Design Manual
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Design of Vessel Supports   115


                                                 Determine Wind Force on Vessel
          Elevation         qz           Gr         Cf          hz          At              F                M
                                                                                                            ~~
           1 90-200 ft    34.7 psf      1.15       0.90        loft         70  ft2    2514 #  Q  195ft    490,230
           170-1 90 ft    34.0 psf      1.15       0.90        20 ft       140 ft‘     4927 #  Q 180ft     886,860
           150-1 70  ff   33.1 psf      1.15       0.90        20 ft       140 ft2     4796 #  Q 160ft     767,360
           130-1 50 ft    32.4 psf      1.15       0.90        20 ft       140 ft2     4695 #  Q  140ft    657,300
           110-130ft      31.2 psf      1.15       0.90        20 ft       140 ft2     4521 #  Q  120ft    542,520
           95-110ft       30.0 psf      1.15       0.90        15ft        l05ft2      3260# Q  103ft      335,780
           85-95ft        29.5psf       1.15       0.90        loft         70 ft‘     2137 #  Q 90ft      192,330
           75-85ft        28.8 psf      1.15       0.90        loft         70 ft2     2087 #  Q 80ft      166,960
           65-75  ft      27.8 psf      1.15       0.90        loft         70 ft’     2014 #  Q 70ft      140,980
           55-65  ft      26.9 psf      1.15       0.90        loft        70 ft‘      1949  #  Q 60ft     1 16,940
           45-55  ft      25.9 psf      1.15       0.90        loft         70ft2      1876 #  @  50ft      93,800
           35-45  ft      24.8 psf      1.15       0.90        loft         70ft’      1797 #  Q 40ft       71,880
          27.5-35ft       23.3 psf      1.15       0.90        7.5ft       53 ff       1278 #  Q 32ft       40,900
          22.5-27.5ft     22.4 psf      1.15       0.90        5ft          35 ft‘      811 #  Q 25ft       20,275
          17.5-22.5ft     21.4 psf      1.15       0.90        5ft          35 ft2      775 #  0 20ft       15,500
            0-17.5ft      20.2 psf      1.15       0.90       17.5ft       123 ft2     2571 #  Q 9ft        23,140
                                                                            c             39,494          4,562,755
                                                                                            Ib               ft-lb























                                                                                                 Special Wind Region

                                                                                              . Population Center





                                                                                          Virgin Islands   125
                                                                                          American Samoa  125

                                                              Notes:  1.  Values are 3-second gust speeds in miles per hour (mls) at 33 ft
                                                                      (1 0 m) above ground for Exposure C category and are associated
                                                                      with an annual probability  of 0.02.
                                                                    2 Linear interpolation between wind speed contours is penn.W.
                                                                    3.  Islands and coastal areas shall use wind speed contour of coastal
                                                                      area.
                                                                    4.  Mountainous terrain, gorges, Ocean promontories, and special wind
                                                                      regions  shall be examined for unusual wind conditions.
          Figure 3-1.  Basic wind speed. (Reprinted by permission from ASCE 7-95 “Minimum Design Loads for Buildings and Other Structures,”  published by
                                                         ASCE, 1995.)
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