2.16 The three forces acting on the beam can be replaced with a single equivalent force R. Determine the angle 0 and R. P; = 60 kN P = 80 kN P, = 25 kN 40° 50° 4 m 6 m

Structural Analysis
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Chapter2: Loads On Structures
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2.16 The three forces acting on the beam can be replaced with a single equivalent
force R. Determine the angle 0 and R.
P2 = 60 kN
P = 80 kN
P = 25 kN
40°
50°
4 m
6 m
Figure P2.16
FNG 301 PM
P lype here to search
IN S/2/21
LENIN R
LR
20HP1A0130 & 20HP1A0131 &
LENIN R
Transcribed Image Text:3:01 C 39.0 KB/S 49 You're joined as an attendee. E 2 708572- 1,2 Chapters pdt x + O File | E:/leniryTBS/768872-%201,2%20Chapters.pdf Nut aymcing To be most productive with Microsoft Edge, finish setting up your browser. Complete wtup Maybe later + a a| ib Page view A Resd aloud | V Draw Q Erase| e 50 of 100 Q 2.16 The three forces acting on the beam can be replaced with a single equivalent force R. Determine the angle 0 and R. P2 = 60 kN P = 80 kN P = 25 kN 40° 50° 4 m 6 m Figure P2.16 FNG 301 PM P lype here to search IN S/2/21 LENIN R LR 20HP1A0130 & 20HP1A0131 & LENIN R
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35.5 kN
Figure P1.26
1.27 Two members of a truss apply the forces shown to the gusset plate. If the
resultant of these forces is horizontal, determine P.
----- -- -
65°
35°
1.28 Two members of a truss apply the forces shown to the gusset plate. Knowing
that P = 44.5 kN, determine the resultant of these forces.
----- .
%3D
Figure P1.27, P1.28
1.29 Determine the resultant of the position vectors A and B.
A
3 m
1.0 m
13 m
65°
В
2 m
1065 m
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Transcribed Image Text:2:45 63.0 KB/S .l 51 Meeting in 'ENGINEERI.. 04:15 20 attendees You're joined as an attendee. E 2 7OB872- 12 Chapters pdt x + O File | E:/lenir/TBS/768872-6201,2%20Chapters.pdf Nut aymcing e To be most productive with Microsct Edge, finish setting up your browsor. Complete wtup Maybu later of 100 Q + a E| iB Page view A Resd aloud V Draw Q Erase| O 17 35.5 kN Figure P1.26 1.27 Two members of a truss apply the forces shown to the gusset plate. If the resultant of these forces is horizontal, determine P. ----- -- - 65° 35° 1.28 Two members of a truss apply the forces shown to the gusset plate. Knowing that P = 44.5 kN, determine the resultant of these forces. ----- . %3D Figure P1.27, P1.28 1.29 Determine the resultant of the position vectors A and B. A 3 m 1.0 m 13 m 65° В 2 m 1065 m FNG 245 PM E P P Type here to search IN 5/29/121 LENIN R LR 20HP1A0130 & 20HP1A0131 & LENIN R
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