reaction at the support

Problem 829 | Reactions of Continuous Beams

Problem 829
A uniform load is carried over three equal spans as shown in Fig. P-829.
 

829-reactions-continuous-beam.jpg

 

Problem 007-cb | Analysis of Cabled Frame

Problem 007-cb
In the structure shown in Fig. CB-007(FR), members BCE, and CD are assumed to be solid rigid members. Members AE and DE are cables. For this structure, determine the
reaction at B.
 

Structure supported by cable

 

Problem 006-fr | Analysis of Simple Frame

Problem 006-fr
In the structure shown in Fig. P-006(FR-H), all members are assumed to be solid rigid members. The system is pinned to the wall at point A and supported by a roller at point E. Calculate the force on member BD and the reactions at A and E.
 

Simple Frame (Inverted L-frame)

 

Problem 005-mm | Method of Members

Problem 005-cb
For the cabled structure in Fig. 005(FR-CB), member ABC which is assumed to be rigid is pinned at A and held in equilibrium by cable CD. For this structure, determine the reaction at A and the tension in the cable.
 

005-mm-cable-boom-structure.gif

 

Problem 004-mm | Method of Members

Problem 004-mm
For the structure shown in Fig. FR-004(MM), members AD, DC, and ABC are assumed to be solid rigid members; member ED is a cable. For this structure, determine the reaction at A, the tension on cable ED, and the force in member DC.
 

Triangular frame supported by cable

 

Problem 003-mm | Method of Members

Problem 003-mm
For the structure shown in Fig. (MM)-P003 below, determine the reactions at A and D and the internal force in member CF.
 

Cantilever frame

 

Problem 355 | Equilibrium of Non-Concurrent Force System

Problem 355
Determine the reactions at A and B on the Fink truss shown in Fig. P-355. Members CD and FG are respectively perpendicular to AE and BE at their midpoints.
 

Fink truss with support at -30 degree slope

 

Problem 335 | Equilibrium of Parallel Force System

Problem 335
The roof truss in Fig. P-335 is supported by a roller at A and a hinge at B. Find the values of the reactions.
 

335-fink-truss-na-pud.gif

 

Problem 333 | Equilibrium of Parallel Force System

Problem 333
Determine the reactions R1 and R2 of the beam in Fig. P-333 loaded with a concentrated load of 1600 lb and a load varying from zero to an intensity of 400 lb per ft.
 

333-nagpatungay-nga-beams.gif

 

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