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SOLUTIONS MANUAL to Structural Steel Design (3rd Edition) by Aghayere

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This comprehensive solutions manual provides detailed step-by-step solutions for structural steel design problems based on the latest AISC specifications and building code requirements. What's Included: Chapter 1 - Introduction to Steel Structures: Section properties and self-weight calculations for W-shapes, HSS, angles, and channels Stress-strain diagrams for A36 steel plates Roof framing layout optimization and deck gage selection Floor framing layout optimization and composite deck design Carbon equivalent calculations for weldability Thermal expansion joint width calculations Chapter 2 - Loads and Load Combinations: Factored axial load calculations using ASCE 7 load combinations Ultimate load determination for roof beams with snow, live, and wind loads Tributary width and area calculations for joists, beams, girders, and columns Live load reduction calculations for multi-story buildings Column load summation tables with and without live load reduction Snow load calculations including balanced, sliding, and drifting snow Wind load calculations for MWFRS in transverse and longitudinal directions Chapter 3 - Lateral Loads (Wind and Seismic): Wind pressure calculations using ASCE 7 directional procedure End zone and interior zone pressure determinations Base shear calculations for X-braced frames Seismic Design Category (SDC) determinations Equivalent lateral force procedure for seismic loads Simplified seismic design procedure Component and cladding wind pressures Net factored wind uplift load calculations Chapter 4 - Tension Members: Tensile capacity calculations for plates and angles Net area and effective area determinations Block shear strength calculations Clevis, turnbuckle, and threaded rod selection Gusset plate design for tension members Truss member adequacy checks Chapter 5 - Compression Members: Column design strength using AISC equations Slenderness ratio checks Flexural buckling stress calculations Lightest W-shape selection for given loads Pipe column selection and capacity K-factor determination for moment frames Column base plate design Chapter 6 - Beams: Design moment versus unbraced length curves Compact section criteria checks Lateral-torsional buckling calculations Beam selection for bending, shear, and deflection Web crippling and web yielding checks Bearing plate design Open web steel joist (OWSJ) selection Chapter 7 - Composite Members: Transformed moment of inertia calculations Composite beam design strength Partial composite action calculations Stud requirements for full and partial composite action Construction phase strength and deflection checks Lower bound moment of inertia determinations Chapter 8 - Beam-Columns: Combined axial and bending capacity checks (AISC H1 equations) P-δ and P-Δ effects (B1 and B2 factors) Moment magnification calculations Base plate design for columns Hanger member design for combined tension and bending Pier size selection for column base plates Chapter 9 - Bolted Connections: Bolt shear and bearing strength calculations Bolt spacing and edge distance requirements Slip-critical connection design Combined tension and shear in bolts Eccentrically loaded bolt group analysis (IC method, elastic method) Prying action in bolted connections Moment connection design with bolts Chapter 10 - Welded Connections: Fillet weld size determination Weld strength calculations for various configurations Lap splice and moment connection weld design Slot weld length calculations Eccentrically loaded weld group analysis (IC and elastic methods) Seat connection weld design Maximum eccentricity determinations Chapter 11 - Connection Design: Flexural rupture and yielding at beam copes Top and bottom plate design for moment connections Beam splice design Column stiffener requirements for concentrated forces Flange local bending, web local yielding, web crippling checks Web panel zone shear checks Gusset plate design for braced frames Force distribution in gusset plate connections Chapter 12 - Floor Vibrations: Natural frequency calculations for floor systems Walking vibration adequacy checks Acceleration calculations for rhythmic activities Vibrational velocity determinations for sensitive equipment Effective beam and girder weight calculations Panel mode and beam mode deflection calculations Chapter 13 - Plate Girders: Compact and non-compact section criteria Flange local buckling checks Web shear strength with and without tension field action Transverse stiffener design Flexural strength calculations Appendix B - Plastic Analysis and Design: Required plastic moment calculations for indeterminate beams Mechanism analysis for continuous spans Plastic hinge location determinations Key Features: All solutions reference specific AISC Manual tables and equations Complete step-by-step calculations with detailed explanations Real-world building examples with practical applications Coverage of ASTM A36, A572 Grade 50, A992 Grade 50, and A53 Grade B steels Bolt types including A325, A490, and A307 in various configurations Weld electrodes E70XX throughout Composite deck and slab design considerations Seismic and wind load combinations per ASCE 7 Perfect For: Structural engineering students Professional engineers preparing for the SE and PE exams Steel design instructors Practicing structural engineers needing reference solutions Anyone preparing for AISC certification exams Format: PDF digital download Pages: 179 pages of comprehensive solutions Code References: AISC 360, AISC Manual, ASCE 7

Meer zien Lees minder

Instelling

Structural Steel Design

Vak

Structural Steel Design

Voorbeeld van de inhoud

All 13 Chapters Covered
g g g

SOLUTIONS

, Contents
Chapterg1 ........................................................................................................................................... 1

Chapterg2 ........................................................................................................................................... 6

Chapterg3 ........................................................................................................................................... 23

Chapterg4 ........................................................................................................................................... 41

Chapterg5 ........................................................................................................................................... 55

Chapterg6 ........................................................................................................................................... 62

Chapterg7 ........................................................................................................................................... 74

Chapterg8 ........................................................................................................................................... 84

Chapterg9 ........................................................................................................................................... 92

Chapterg10 ..........................................................................................................................................109

Chapterg11 ..........................................................................................................................................119

Chapterg12 ..........................................................................................................................................137

Chapterg13 ..........................................................................................................................................154

AppendixgB ........................................................................................................................................ 159

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,Problemg1-4

Thegsizegandgcross-sectionalgareasgaregobtainedgfromgPartg1gofgthegAISCMgasgfollows:

Size Self-weightg(lb/ft.) Cross-sectionalgareag(in2)
W14x22 22 6.49
W21x44 44 13.0
HSSg6x6x½ 35.11 9.74
L6x4x½ 16.2 4.75
C12x30 30 8.81
WT18x128 128 37.7

Problemg1-5

a)

Element A y Ay I dg=gy-gy Ig+gAd2

topgflange 21 26.25 551.25 3.94 -12.75 3418
web 21 13.5 283.5 1008 0 1008
botgflange 21 0.75 15.75 3.94 12.75 3418
g= 63gin.2 850.5 Ig=g7844gin.4

Ayg 850.5g
ygg g =g13.5gin.
A 63
Selfgweightg=g(63/144)(490glb/ft3)g=g214glb/ft.

b)

Element A y Ay I dg=gy-gy Ig+gAd2

topgplate 2.63 18.26 47.93 0.03 -9.04 214.3
beam 10.3 9.23 95.02 510 0 510
botgplate 2.63 0.188 0.49 0.03 9.04 214.3
g= 15.55gin.2 143.4 Ig=g939gin.4

Ayg 143.4g
ygg 
g
g =g9.23g in.
A 15.55
Selfgweightg=g(15.55/144)(490glb/ft3)g=g52.9glb/ft.

c)gFromgAISCMgTableg1-20,g Ixg=g314gin.4
Areag=g13.8gin2
Selfgweightg=g47.1glb/ft.

@@
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sm 1
iciiicsiosloa ltaiotinon

, Problemg1-7

Plotgthegidealizedgstress-straingdiagramgforgag6-in.gwidegbyg½-in.gthickgplategandgag6-in.gwidegbyg1-
in.gthickgplategofgASTMgA36gsteel.gAssumegthatgthegoriginalglengthgbetweengtwogpointsgongthegspecimengov
ergwhichgthegelongationgwillgbegmeasuredg(i.e.gtheggageglength)gisg2-in.

Solution:

Gageglength,gLog=g2gin.
Forg6gxg½-
in.gplate,g Areag=g(6gin.)(½gin.)g=g3gin2gEg=g29,000g
ksi

P Stressg=gP/A Strain,gg=gP/EA Elongation,gLog=gStraingxggageglengthg=gLo

(kips) (ksi) (in.)
0 0 0 0
20 6.67 0.00023 0.00046
40 13.33 0.00046 0.00092
60 20.0 0.00069 0.00138
80 26.67 0.00092 0.00184
100 33.33 0.00111 0.00222
108 36.0 0.00124 0.00248

Forg6gxg1-in.gplate,g Areag=g(6gin.)(1gin.)g=g6gin2

P Stressg=gP/A Strain,gg=gP/EA Elongation,gLog=gStraingxggageglengthg=gLo

(kips) (ksi) (in.)
0 0 0 0
40 6.67 0.00023 0.00046
80 13.33 0.00046 0.00092
120 20.0 0.00069 0.00138
160 26.67 0.00092 0.00184
200 33.33 0.00111 0.00222
216 36.0 0.00124 0.00248

Problemg1-8

Determinegthegmostgeconomicalglayoutgofgthegroofgframingg(joistsgandggirders)gandgtheggageg(thick
ness)gofgthegroofgdeckgforgagbuildinggwithgag25gftgxg35gftgtypicalgbaygsize.gThegtotalgroofgdeadgloadgisg
25gpsfgandgthegsnowgloadgisg35gpsf.gAssumeg ag1½”gdeepggalvanizedgwidegribgdeckgandgangestimated
gweightgofgroofgframinggofg6gpsf.

*Assumegbeamsg(orgjoists)gspangtheg35’gdirection
* Assumeg3-spangcondition

@@
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Meld schending auteursrecht

Gekoppeld boek

Abi O. Aghayere, Jason Vigil Structural Steel Design

Uitgave:2009
ISBN:9781351027694
Druk:Onbekend

Geschreven voor

Instelling: Structural Steel Design
Vak: Structural Steel Design

Documentinformatie

Geüpload op: 19 februari 2026
Aantal pagina's: 179
Geschreven in: 2025/2026
Type: Tentamen (uitwerkingen)
Bevat: Vragen en antwoorden

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SOLUTIONS MANUAL to Structural Steel Design (3rd Edition) by Aghayere

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