2.4-13 A tube structure is acted on by loads at B and D, as shown in the figure. The tubes are joined using two flange plates at C that are bolted together using six 0.5-in. diameter bolts. Flange plate {3P at x= 3L/4 Bolt 2P at x= L/4 EA EA/2 (a) Derive formulas for the reactions R, and Rg at LA | LA | LA | L4 Flange plates at C joined by six bolts the ends of the bar. PROBLEM 2.4-13 (b) Determine the axial displacements &g, dc, and 8p at points B, C, and D, respectively. (d) Find the maximum value of the load variable P if allowable normal stress in the bolts is 14 ksi.
2.4-13 A tube structure is acted on by loads at B and D, as shown in the figure. The tubes are joined using two flange plates at C that are bolted together using six 0.5-in. diameter bolts. Flange plate {3P at x= 3L/4 Bolt 2P at x= L/4 EA EA/2 (a) Derive formulas for the reactions R, and Rg at LA | LA | LA | L4 Flange plates at C joined by six bolts the ends of the bar. PROBLEM 2.4-13 (b) Determine the axial displacements &g, dc, and 8p at points B, C, and D, respectively. (d) Find the maximum value of the load variable P if allowable normal stress in the bolts is 14 ksi.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Problem 2.4.13
2.4-13 A tube structure is acted on by loads at B
and D, as shown in the figure. The tubes are joined
using two flange plates at C that are bolted together
using six 0.5-in. diameter bolts.
Flange
plate
3P at x= 3L4
Bolt
2P at x = L/4
EA
EA/2
(a) Derive formulas for the reactions R4 and Rp at
the ends of the bar.
to
L4 L L4
to
L/4
L/4
Flange plates at C joined
by six bolts
Á l, 1B
ID
PROBLEM 2.4-13
(b) Determine the axial displacements &g, dc, and
8p at points B, C, and D, respectively.
(d) Find the maximum value of the load variable P
if allowable normal stress in the bolts is 14 ksi.
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