20KN 5m 5 m 成A

Q: SOLVE the location of the Centroid from column ABC

A: Given data in question  Frame Point loads Span member lengths  Uniform columns   To find out…

Q: w= 12 kipufi 6 kips binge 6'- 3°.

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Q: Determine all of the forces of each member

A: Solution: Given Data: Length of AC=6 mLength of CD=6 mLength of AF=6 m   Let HA be the horizontal…

Q: Determine degree of static indeterminacy

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Q: eta = 30 degree T = 6kN   Find the magnitude of the resultant forces acting on the eyebolt.

A: Rx=Tsinθ+8cos45Ry=Tcosθ-8sin45Rx=6sin(30)+8cos45Ry=6cos(30)-8sin45Rx=8.65685kNRy=-0.4607

Q: SOLVE ALSO THE ANGLE THAT A Find the reaction @ A ,B, C ,D E lo Phinge THE RESULAT AT E MAKES WITH…

A: Consider the span DE - Force in the vertical direction -  ∑FY = 0⇒RD + RE - 60×3 - 12×40×3 -…

Q: 13. DE TERMINE THE DEFLECTION AT THE RIGHT END OF THE DEAM. 15KN Im 21 ay Im * GKN/m

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Q: show all work please

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Q: Determine the resultant moment of forces about the point O? Neglect the beam thickness *KN 15m #2kN…

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Q: NOTE,  the vertical deflection at joint C does not exceed 10mm (it cannot be B as it is a pin…

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Q: F E 60 D 60° Af B. 6 m 6 m 6 m

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Q: 2 ft Determine th of the centra 4 ft

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Q: 20KN 3m RI R2

A: Apply equilibrium condition : ∑FX=0∑FY=0∑M=0

Q: 2. Compute the shearing stress in the pin at B for the member supported as show the given figure.…

A: Given- Diameter of Pin (d)=22 mm

Q: Compute the bar forces in the lettered bars of the truss shown. P Ja 45° 45°

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Q: 2. Compute for the reaction at the center so that there will be no deflection at the center of the…

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Q: Determine the rotation and deflection under load in the beam with the following external moment…

A: ind reactions:∑ MA=0RB5-20=0RB=4Kn∑ Fy=0R+RB=0RA=-4KnSO moment equation:Mx=-4x+20x-20

Q: Prob 01: Wo = 36 Ibs/ft Determine the end moments a) Draw the shear and moment diagram b) Determine…

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Q: 35 kN/m -5m- 1600 (10) mm B E-constant Hinge -2.5 m-+ 1200 (10) mm² 210 GPa 150 kN -2.5 m- D

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Q: A -5m 120 KN B L = 15 m constant El E = 30 GPa 120 kN ↓ C -3 m

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Q: A:

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Q: Analyze the structure below using cantilever beam method 25KN C 3m 50KN B 4m A F 6m- 8m SOLVE for…

A: Given data in question  Framed structure  Horizontal point loads Cantilever beam method To find out…

Q: A force-couple system is acting on the frame shown. A = 50N, B = 500N, C = 80N, and M = 50N.m. The…

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Q: B. Replace the system of forces and the moment act on the beam with a resultant force and moment at…

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Q: Problem 2: Replace the three forces which act on the bent bar by a force-couple system at the…

A: In this problem, we are given three forces acting on a bent bar. We must replace these forces with a…

Q: B. Bepiace the system of forces and the momen act on the beam with a resultant force and moment at…

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Q: 6-89. Determine the moment of inertia of the cross-sectional area of the beam about the x axis -150…

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Q: Determine degree of static indeterminacy Hinge A B C D

A: Given data : Number of member (m)=4Number of external support reaction (R)=2+1+1+1=5Number of…

Q: Fre '-- --:) Rod AB is made of aluminum (E = 10.4 x 106 psi). Rod BC is made of steel (E = 29 x 10°…

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Q: Determine the maximum deflection of the beam using moment area method A 10m 120 KN I. -5m C

A: To determine the deflection and slope along a beam, the moment-area method divides the area of…

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.