36. A sign of weight W is supported at its base by four bolts anchored in a concrete footing. Wind pressure p acts normal to the surface of the sign; the resultant of the uniform wind pressure is force F at the center of pressure. The wind force is assumed to create equal shear forces F14 in the y-direction at each bolt [see figure parts (a) and (c)]. The overturning effect of the wind force also causes an uplift force R at bolts A and C and a downward force (-R) at bolts B and D [see figure part (b)]. The resulting effects of the wind, and the associated ultimate stresses for each stress condition, are: normal stress in each bolt (o = 410 MPa); shear through the base plate (T,= 115 MPa); hori- zontal shear and bearing on each bolt (Thu = 170 MPa and ou = 520 MPa); and bearing on the bottom washer at B (or D) (Obw = 340 MPa). FH = Rh 2 Pipe column W One half of over - turning Sign (L, X L) moment about x axis acts dp on each bolt pair Resultant Lh Base of wind dw B plate (Ibp) C.P. pressure F14 Footing F W Lv 4. Compression Tension R Pipe column z b (b) D y Overturning H moment B. about x axis FH FH y Ab=300 mm- FH A h F at each 4 bolt W at each 4 bolt -h = 350 mm- W R+ (a) W 4 R W R- 4 (c) PROB. 36 ...
36. A sign of weight W is supported at its base by four bolts anchored in a concrete footing. Wind pressure p acts normal to the surface of the sign; the resultant of the uniform wind pressure is force F at the center of pressure. The wind force is assumed to create equal shear forces F14 in the y-direction at each bolt [see figure parts (a) and (c)]. The overturning effect of the wind force also causes an uplift force R at bolts A and C and a downward force (-R) at bolts B and D [see figure part (b)]. The resulting effects of the wind, and the associated ultimate stresses for each stress condition, are: normal stress in each bolt (o = 410 MPa); shear through the base plate (T,= 115 MPa); hori- zontal shear and bearing on each bolt (Thu = 170 MPa and ou = 520 MPa); and bearing on the bottom washer at B (or D) (Obw = 340 MPa). FH = Rh 2 Pipe column W One half of over - turning Sign (L, X L) moment about x axis acts dp on each bolt pair Resultant Lh Base of wind dw B plate (Ibp) C.P. pressure F14 Footing F W Lv 4. Compression Tension R Pipe column z b (b) D y Overturning H moment B. about x axis FH FH y Ab=300 mm- FH A h F at each 4 bolt W at each 4 bolt -h = 350 mm- W R+ (a) W 4 R W R- 4 (c) PROB. 36 ...
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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