The queen-post trussed beam is used to support a uniform load of 4 k/ft. Determine the...

Question

Question

Answer 1

Answer #1

FOD Ace to, 25% )x(3.75 E D ce 43-24x)12 ED 5 320 m M e-꼬 A e (-0,75 ) 4 ED

Answer 2

Similar Homework Help Questions

The frame below has wind load and dead as shown. Use w(Dead) = 6 kip/ft and...

The frame below has wind load and dead as shown. Use w(Dead) = 6 kip/ft and w(Live) = 3 kip/ft, L = 30 ft and H = 15 ft. The beams and columns have modulus of elasticity E of 29000 ksi and moment of inertias I(beam) = 2000 in4 and I(column) = 800 in4. Similarly they have cross-sectional areas A(beam) = 20 in2 and A(column) = 25 in2. Consider that the wind can act in both horizontal directions. Determine: The...
The beam is fixed supported to the wall at A and pin connected to a ½-in. diameter rod BC. E= 29(103) ksi for both members

The beam is fixed supported to the wall at A and pin connected to a ½-in. diameter rod BC. E= 29(103) ksi for both members, determine the force developed in the rod due to the loading The moment of inertia of the beam about its neutral axis is I = 475 in4
AC-CD- BC Exercise IV 20 PT a- Determine the reactions at the supports. b- Determine the force in each member of the truss c- State if the members are in tension or 3 ft compression d- If the maximum...

AC-CD- BC Exercise IV 20 PT a- Determine the reactions at the supports. b- Determine the force in each member of the truss c- State if the members are in tension or 3 ft compression d- If the maximum allowed in each beam is 400lb in tension and 600lb in compression, determine the maximum of admissible load P. 2 ft 2 ft Exercise V: 40 PT 1.6 kN 200 _ 400 mm + 45 The angle strut is welded to...

. Design a beam for a 30-ft simple span to support the working uniform loads of...

. Design a beam for a 30-ft simple span to support the working uniform loads of wo 1.25 k/ft (includes beam self-weight) and wi-1.75 k/ft. The maximum permissible total load deflection under working loads is 1/360 of the span. Use 50 ksi steel and consider moment, shear and deflection. The beam is to be braced laterally at its ends and the mid-span only. (25-POINTS)
The truss shown is used to support the floor deck. The uniform load on the deck...

The truss shown is used to support the floor deck. The uniform load on the deck is 3k/ft. This load is transferred from the deck to the floor beams which rest on the top joints of the truss Determine the force in cach member of the truss, and state if the members are in tension or compression Assume all members are pin connected 16 I1 12 m 12 1 12 n
1. The frame supports a uniform distributed load of 400 lb/ft. Point A is a fixed...

1. The frame supports a uniform distributed load of 400 lb/ft. Point A is a fixed support and C is a free end. For each member, E = 29 x 103 ksi, I = 245 in4 , and area, A = 16 in2 . (a) Calculate the horizontal displacement of point C by hand (hint: use either moment-area theorems or virtual work) (b) Calculate the vertical displacement of point C by hand (hint: use either moment-area theorems or virtual work)...

The distributed dead load on this beam, wDL, is k/ft. The combined factored distributed load, wfactored,_________is k/ft. The...

The distributed dead load on this beam, wDL, is k/ft. The combined factored distributed load, wfactored,_________is k/ft. The demand moment, Mdemand, is _________k-ft. The depth of the compression block, a, is________in. The minimum area of steel, As,req'd, is________in2.
А w18 x 40 steel spandrel (edge) beam spans 20'. The beam supports a uniform floor live load of 1 kip/ft and a uniform floor dead load of 0.5 kip/ft. The beam also supports brick veneer weigh...

А w18 x 40 steel spandrel (edge) beam spans 20'. The beam supports a uniform floor live load of 1 kip/ft and a uniform floor dead load of 0.5 kip/ft. The beam also supports brick veneer weighing .6 kip/ft as a uniform dead load. The maximum allowable total load deflection for beams supporting masonry (brick or block) is L/640. Calculate the live load and total load deflections. Do the live load and total load deflections exceed the allowable deflections for...
-12ft 4 ft PROB. 14.25 14.26 A W18 × 55 steel beam supports a uniform load...

-12ft 4 ft PROB. 14.25 14.26 A W18 × 55 steel beam supports a uniform load with an overhanging end as shown. Determine (a) the max imum bending stress if w 2 kip/ft, and (b) the al lowable uniform load wif the allowable bending stres is 15.8 ksi. 1516 ft 4 ft T PROB. 14.26

The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse...

The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse loads of 12 kips, and 6 kips, and a tensile axial force of 10 kips. a) Draw the shear and moment diagrams. (8) b) Find the stresses at B. (10) c) Find the maximum shearing stress in the beam. (10) 12 kips 2 k/ft 6 kips 10 kips 4 41 8' A B D E 12" 2" 2 14" B 24 16"