The trust shown is used to support the floor deck. The uniform load on the deck is 2.5 k/ft. This load is transferred from the deck to the floor beams, which rest on the top joints of the truss. Determine the force in each member of the truss, and state if the members are in tension or compression. Assume all members are pin connected

Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Alan Jefferis, David A. Madsen, David P. Madsen
Chapter2: Architectural Drafting Setup
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The trust shown is used to support the floor deck. The uniform load on the deck is 2.5 k/ft. This load is transferred from the deck to the floor beams, which rest on the top joints of the truss. Determine the force in each member of the truss, and state if the members are in tension or compression. Assume all members are pin connected
 
 
 
 
 
 
 
 
 
 
 
I (Hibbeler] Structural Analysis (9th ed.).pdf - Adobe Reader
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128
CHAPTER 3 ANALYSIS OF STATICALLY DETERMINATE TRUSSES
+3-12. Determine the fotce in cach member of the truss
V Add Checkmark
3-10. Determine the force in cach member of the truss.
State if the membects afe in tension of compression.
State
if the members afe in tension of compression. Assume
P Cover
all members ale pin connected.
LM Place Initials
W Title Page
W Copyright Page
L Place Signature
10 kN
P Preface
3 kN
6kN
P Contents
• Send or Collect Signatures
3kN
3 kN
EP 1 Types of
2m
1.5 kN
1.5 kN
• Work with Certificates
2 m
Structures and
1.5m-
Loads 3
Prob, 3-10
m--3m-
EP 2 Analysis of
Prob. 3-12
Statically
Determinate
Structures 35
3-1L Specify the type of compound truss and determine
the force in cach member. State if the membets afe in
P 3 Analysis of
tension of compression. Assume the mecmbers afe pin
connected.
3-13. The truss shown is used to support the floor deck.
The uniform load on the deck is 2.5 k/fn. This load is
Statically
transferred from the deck to the floor beams, which rest on
the top joints of the truss. Determine the force in cach
member of the truss, and state if the membets ale in tension
of compression. Assume all membets afe pin connected.
Determinate
Trusses 83
4 kN
6kN
4 kN
T 4 Internal
Loadings
Developed in
3m
2.5k/ft
Structural
Members 139
12 ft
+ 5 Cables and
DE
3m
3m
Arches 187
6@ 12 ft = 72 ft
+P 6 Influence Lines
Prob. 3-11
Prob. 3-13
for Statically
Transcribed Image Text:I (Hibbeler] Structural Analysis (9th ed.).pdf - Adobe Reader File Edit View Window Help Оpen 128 (149 of 725) 62.4% Tools Fill & Sign Comment At least one signature has problems. A Signature Panel v Fill & Sign Tools Bookmarks T Add Text 128 CHAPTER 3 ANALYSIS OF STATICALLY DETERMINATE TRUSSES +3-12. Determine the fotce in cach member of the truss V Add Checkmark 3-10. Determine the force in cach member of the truss. State if the membects afe in tension of compression. State if the members afe in tension of compression. Assume P Cover all members ale pin connected. LM Place Initials W Title Page W Copyright Page L Place Signature 10 kN P Preface 3 kN 6kN P Contents • Send or Collect Signatures 3kN 3 kN EP 1 Types of 2m 1.5 kN 1.5 kN • Work with Certificates 2 m Structures and 1.5m- Loads 3 Prob, 3-10 m--3m- EP 2 Analysis of Prob. 3-12 Statically Determinate Structures 35 3-1L Specify the type of compound truss and determine the force in cach member. State if the membets afe in P 3 Analysis of tension of compression. Assume the mecmbers afe pin connected. 3-13. The truss shown is used to support the floor deck. The uniform load on the deck is 2.5 k/fn. This load is Statically transferred from the deck to the floor beams, which rest on the top joints of the truss. Determine the force in cach member of the truss, and state if the membets ale in tension of compression. Assume all membets afe pin connected. Determinate Trusses 83 4 kN 6kN 4 kN T 4 Internal Loadings Developed in 3m 2.5k/ft Structural Members 139 12 ft + 5 Cables and DE 3m 3m Arches 187 6@ 12 ft = 72 ft +P 6 Influence Lines Prob. 3-11 Prob. 3-13 for Statically
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