9.5-29 A steel beam ABC is simply supported at A and held by a high-strength steel wire at B (see figure). A load P = 1 kN acts at the free end C. The wire has axial rigidity EA 1335 N, and the beam has flexural rigidity EI = 86 kN m². What is the deflection 8 of point C due to the load P? & is atroqquz olqie no 17 A missd A 35-2.e - saad masdorlT (onugil ose) bus sdito naris 500 ai k bro Jurij 029101 buy bus eloqqua P = 1 KN 23nomon 500 mm vlovijosgesa tode AB DBM AbbrechCq Svom Hiw ei meson to laibigit istuxol Setroqque ad (m2. = 3 bas-01 x 20 700 mm. 9.5-18-500 mm- PROBLEM 9.5-29 -Wire Beams gad с

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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USING THE MACAULLY METHOD PLEASE
answer is 5.07mm
9.5-29 A steel beam ABC is simply supported at
A and held by a high-strength steel wire at B (see
figure). A load P = 1 kN acts at the free end C. The
wire has axial rigidity EA = 1335 N, and the beam
has flexural rigidity EI = 86 kN m².
What is the deflection 8 of point C due to the load P?
Home
35-2.8
3 bas
& is atroqqua slomis no
-sviro In
odi to morisy
ainsmon 500 mm
visvitosges
to A
21 mased 10
9.5-18-500 mm.
PROBLEM 9.5-29
-Wire
You
Beam
B
BO
(58 missd A
LoT (ougil
ik bro Jurij o29101
buy bus atoqquz
P = 1 kN
CO
as gan
-
M
Hiw
To Setroqque ad
(m2.S = 3 bas-101 x 20
700 mm
Transcribed Image Text:9.5-29 A steel beam ABC is simply supported at A and held by a high-strength steel wire at B (see figure). A load P = 1 kN acts at the free end C. The wire has axial rigidity EA = 1335 N, and the beam has flexural rigidity EI = 86 kN m². What is the deflection 8 of point C due to the load P? Home 35-2.8 3 bas & is atroqqua slomis no -sviro In odi to morisy ainsmon 500 mm visvitosges to A 21 mased 10 9.5-18-500 mm. PROBLEM 9.5-29 -Wire You Beam B BO (58 missd A LoT (ougil ik bro Jurij o29101 buy bus atoqquz P = 1 kN CO as gan - M Hiw To Setroqque ad (m2.S = 3 bas-101 x 20 700 mm
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