-12 A simple truss made up of three members as shown in Fig. P2.3-12 is loaded at joint B by a load P oss-sectional area of 2 x 10*m“, estimate the horizontal motion of the roller at joint C. Take E= 205 GPa = 20 kN. If the member AC is steel with a %3D P 1.8 m A C 4.8 m-
-12 A simple truss made up of three members as shown in Fig. P2.3-12 is loaded at joint B by a load P oss-sectional area of 2 x 10*m“, estimate the horizontal motion of the roller at joint C. Take E= 205 GPa = 20 kN. If the member AC is steel with a %3D P 1.8 m A C 4.8 m-
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.8.2P: Truss members supporting a roof are connected to a 26-mm-thick gusset plate by a 22-mm diameter pin,...
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![-12 A simple truss made up of three members as shown in Fig. P2.3-12
is loaded at joint B by a load P
ross-sectional area of 2 x 10"m“, estimate the horizontal motion of the
roller at joint C. Take E= 205 GPa
= 20 kN. If the member AC is steel with a
В
1.8 m
A
C
-4.8 m-
Fig. P2.3-12](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4ec56c4a-e9c4-4faf-a30b-9fa0a8d1dbb9%2F9d2d5eaf-ea4c-46aa-8bad-cb5f167a258f%2Frni2kxc_processed.png&w=3840&q=75)
Transcribed Image Text:-12 A simple truss made up of three members as shown in Fig. P2.3-12
is loaded at joint B by a load P
ross-sectional area of 2 x 10"m“, estimate the horizontal motion of the
roller at joint C. Take E= 205 GPa
= 20 kN. If the member AC is steel with a
В
1.8 m
A
C
-4.8 m-
Fig. P2.3-12
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