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-->//(Threaded Joints) Example 7.15
-->//Refer Fig.7.30 on page 247
-->//Vertical force acting on the rigid bracket P (kN)
-->P = 10
P =
10.
-->//Maximum permissible shear stress in any bolt tauMax (N/mm2)
-->tauMax = 50
tauMax =
50.
-->//Number of bolts N
-->N = 4
N =
4.
-->//Eccentricity value when secondary shear is considered e (mm)
-->e = 250
e =
250.
-->//Distance between two bolts dist (mm)
-->dist = 100 + 100
dist =
200.
-->//Angle made by the secondary shear forces with the vertical theta (degree)
-->theta = 45
theta =
45.
-->//Eccentricity value when bracket tilting is considered et (mm)
-->et = 300
et =
300.
-->//Distance between bolts 1 and 3 from edge CC l1 (mm)
-->l1 = 50 + 200
l1 =
250.
-->//Distance between bolts 2 and 4 from edge CC l2 (mm)
-->l2 = 50
l2 =
50.
Area at the core cross-section(A) = 141.035110 mm2
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