The beam ABC has aq going downwards, q=4,5kN/m, l=3,0m. A and Care sliding bearings, B is fixed joint bearing. The beam uses the same cross section as question 1. The beams are wooden, size 150mm x 50mm, quality C24, E-module=11 kN/mm², maximum shear stress for the lymph is Tma-3,8 MPa, max bending stress f-24MP-=24N/mm?. The beam is static indeterminate. For the Las-lac=1, the support moment Ma and maximum field moment M, is given here. Maximum Support Reaction field moment moment forces (qL (qL) (qL) M, = 0.0957 M, = - 0.0625 A = 0,4375 B = 0.625 C= - 0.0625 Draw 2 nocrible bac s gurto mr for thir conctruction andurito the kin omatic compatibilitu

The beam ABC has aq going downwards, q=4,5kN/m, l=3,0m. A and Care sliding bearings, B is fixed joint bearing. The beam uses the same cross section as question 1. The beams are wooden, size 150mm x 50mm, quality C24, E-module=11 kN/mm², maximum shear stress for the lymph is Tma-3,8 MPa, max bending stress f-24MP-=24N/mm?. The beam is static indeterminate. For the Las-lac=1, the support moment Ma and maximum field moment M, is given here. Maximum Support Reaction field moment moment forces (qL (qL) (qL) M, = 0.0957 M, = - 0.0625 A = 0,4375 B = 0.625 C= - 0.0625 Draw 2 nocrible bac s gurto mr for thir conctruction andurito the kin omatic compatibilitu

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.7.12P: A simple beam ACE is constructed with square cross sections and a double taper (see figure). The...

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