State the determinancy of the beam. HingeHingeHingeState the determinscy of the beam shounOA Stacically Indererminate to the 3rd degreeO&UnstableOC Stacically indererminace to the Pnth degreeOD Batically Indeterminate to the fst degreeOE Staticaly DeterminateOF Statically Indeterminate to the Sm degreeOG Staically Indecerminate to the 2nd degreeOH Statically indeterminate to the 4t cegreeOL Statically Indeerminate to the Gth degreeNone of the above

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Answered: Hinge Hinge Hinge State the determinscy…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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unic 30KN 50 KN ー→ 20kN SOLVE FOR ACL SUPPORT 2m REACTICNS IN DICATE THE DIRECTIONS l UNITO 4m Bm. A ナ Bl.im
STATIC DETERMINACY, INDETERMINACY AND INSTABILITY • Determine the reactions of plane statically determinate structures subjected to coplanar loads as shown. 12 kN 6 kN 60° 3 -10m- -10m- 5m
From the compQund Bean shown , which of the following is the effeet of the reaction at B,O, C, A due to a mov ing load of l00 lb/ft applied aver the entire beam. oft
REACTIONS FIND THE IN AdB Ibott と "'ר
A compound beam is loaded as shown which of the follouing nearly giver the moment reaction at B? Gm CS Scanned with CamScanner
A) Dr aw te FBD of te sy$tem sh0wn. B) CaIculate te magnltude (N) and dlrection of te reactlon of the supp0rt in A. C) CalcuIate the magnltude (N) and dlrection of the reactlon of the supp0rt in B
3.22. A plane elemen is sujet t he streses shown in Fg -21. Dtemine analytially () th pincipl steses and their dircions and () theminimum shearing stesses and the diections of the plnes on which they ac. 75 MPa 62.5 MPa 50 MPa 50 MPa 62.5 MPa 75 MPa Fig. 3-21
Calculate reaction at supports
B 300 mm ↑ 15 mm 70 KN 70 KN 20 mm 500 mm Steel Aluminum AMIN ATTIV 70 kN 70 KN + Rc A steel rod (20 mm diameter) 500 mm long is connected to two parallel aluminum rods (15 mm diameter) each 300 mm long via a rigid plate as shown. Two 70 kN loads at applied at the end of each aluminum rod. The structure is fixed at both ends resulting in a statically indeterminate system that can be treated as the superposition of two determinate systems as presented above. Note that Rc is the reaction at C. Assume Esteel = 200 GPa and Ealuminum = 70 GPa. a) Determine the reaction force at C, Rc b) Determine the reaction force at A and B and the normal stress in the steel and aluminum rods c) Which rods are in tension and which are in compression?
It required to decide the reaction additives at A and D of the beam proven in under determine. employ unfastened body diagrams to reaptheeffects. RAX RAX RAY 0.75 m 1 m 2m MA RAY B 2m 40 kN 40 kN 2m 30 kN.m 40 kN B 30 kN.m 2m Hinge (a) (b) RCY c Rcx H (c) 3m Rcx RCY 30 kN/m 30 kN/m 20 kN ROY 25 KN 3m E -15 KN -30 kN/m 20 kN DE ROY 15 KN (a) Given beam and loading, (b) Free-body diagram of the entire beam, (c) Free-body diagrams of two parts separated at the hinge point
2.52) Two forces Pandaare applied as shoum to an airera ft connection. Knawing that the conneetion is equilibrium anol that the magnitudes of the forces ekerteol on rools A ond B are F 7sON and F 400 N, oletermine the magnitudes of Pand a 40 Fig. 2.62 P A
FR L "the reactions of the 2KN 2KN, 2KN 2m 2m √2m Pe R₂ W

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