Engineering - Civil Enginnering
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55. | Generally the purlins are placed at the panel points so as to avoid |
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56. | For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as |
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57. | The relation between intensity of wind pressure p and velocity of wind V is taken as |
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58. | The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as |
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59. | The internal pressure coefficient on walls for buildings with large permeability is taken as |
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60. | The basic wind speed is specified at a height 'h' above mean ground level in an open terrain. The value of'h' is |
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