5 KN/M A nollose-8801o e outbunde ort 1. Solve for the reactions of the given beam and determine the internal forces of the following cut sections nignita) @x= 2.5ms of noilizoqqo ni soshua b) @x= 3.2m Isolate the cut section (FBD) and show your solutions clearly. Use extra sheet to show your solution. el Insmom no sonot Ismetxe no nerlw inemele issutoute s ni beoubni nollosen ont ai erit 15 KN/M brisd of tremole erit prizuso inemels erit of beilgas 3.0 m dinamooons (o 3 KN/M gnols bailgqe so101 orit of aneten eint noitenib saoqgo erit 20° svods prit to shon, (neods 1.0 m 9 KN or ben IsixA (d ae0101169/12 Ylinens/meq bsolevil (d ebool bas (s 4
5 KN/M A nollose-8801o e outbunde ort 1. Solve for the reactions of the given beam and determine the internal forces of the following cut sections nignita) @x= 2.5ms of noilizoqqo ni soshua b) @x= 3.2m Isolate the cut section (FBD) and show your solutions clearly. Use extra sheet to show your solution. el Insmom no sonot Ismetxe no nerlw inemele issutoute s ni beoubni nollosen ont ai erit 15 KN/M brisd of tremole erit prizuso inemels erit of beilgas 3.0 m dinamooons (o 3 KN/M gnols bailgqe so101 orit of aneten eint noitenib saoqgo erit 20° svods prit to shon, (neods 1.0 m 9 KN or ben IsixA (d ae0101169/12 Ylinens/meq bsolevil (d ebool bas (s 4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Transcribed Image Text:5 KN/M
A
1. Solve for the reactions of the given beam and determine the internal forces of the
following cut sections
onita) @ x= 2.5ms of noilieoqqo ni soshuz ert griols bailgge sonot orit of a11s1 airt
b) @x= 3.2m
noitoshib soggo erit
Isolate the cut section (FBD) and show your solutions clearly. Use extra sheet
to show your solution.
ei Insmom 10 sono? Ismetxe no nerlw insmele istutbunte is ni beoubni noilosen erit ei arif
15 KN/M bried of fremsls erit priauso inemele erit of beilque
9 KN IsixA (d espio1189/12 (8
3.0 m
anemone8 (o
3 KN/M
20°
-SA
enormeq
evil (debcol bas (s
or berbsts
svods prit to shon. (soda (o
1.0 m
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