sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam...

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Transcript of sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam...

Page 1: sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing
Page 2: sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing
Page 3: sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing
Page 4: sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing
Page 5: sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing
Page 6: sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing
Page 7: sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 6 - Book... · plus the beam self-weight and a uniform live load of 2.75 k/ft on a simple span of 12 ft. Assume bracing

164 ft - Bigge Crane and Rigging Co. · 2014-12-11 · 3 LTM 1500-8.1 ft ft 53 ft 70 ft 87 ft 104 ft 121 ft 138 ft 155 ft 164 ft 1) 2) Lifting capacities on telescopic boom Forces

164 ft - Bigge Crane and Rigging Co. · 2014-12-11 · 3 LTM 1500-8.1 ft ft 53 ft 70 ft 87 ft 104 ft 121 ft 138 ft 155 ft 164 ft 1) 2) Lifting capacities on telescopic boom Forces

LTM 1 160-5 .1 Grue mobile - freecranespecs.com1).pdf · 2 LTM 11605.1 ft ft 43 ft 57 ft 72 ft 87 ft 102 ft 116 ft 131 ft 146 ft 161 ft 176 ft 191 ft 203 ft * 85% 43 203 ft 102500

LTM 1 160-5 .1 Grue mobile - freecranespecs.com1).pdf · 2 LTM 11605.1 ft ft 43 ft 57 ft 72 ft 87 ft 102 ft 116 ft 131 ft 146 ft 161 ft 176 ft 191 ft 203 ft * 85% 43 203 ft 102500

sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 2 - Book Problems.pdf · A992 A992 A992 W12 W10 WT6 WT4 4-18. 4-19. Using A36 steel select the lightest equal leg single

sharif.edusharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 2 - Book Problems.pdf · A992 A992 A992 W12 W10 WT6 WT4 4-18. 4-19. Using A36 steel select the lightest equal leg single

FT Flexitest™ Switches Type FT-1, FT-1F, FT-1X & FT-14 Switches...FT Flexitest Switches Type FT-1, FT-1F, FT-1X & FT-14 Application ABB Flexitest Switches, Types FT-1 (10 pole, rear

FT Flexitest™ Switches Type FT-1, FT-1F, FT-1X & FT-14 Switches...FT Flexitest Switches Type FT-1, FT-1F, FT-1X & FT-14 Application ABB Flexitest Switches, Types FT-1 (10 pole, rear

CruxIssues since Vol. 38, No. 1 (January 2012) are published under the name Crux Mathematicorum. M a t h e m a t i c o r u m ft ft ft ft ft ft ft A ft ft ft ft ft ft ft ft ft ft ft

CruxIssues since Vol. 38, No. 1 (January 2012) are published under the name Crux Mathematicorum. M a t h e m a t i c o r u m ft ft ft ft ft ft ft A ft ft ft ft ft ft ft ft ft ft ft

Design of Steel Structures I - sharif.irsharif.ir/~ahmadizadeh/courses/ststeeldes-ii/HW Set 1.pdf · Design of Steel Structures II 1 ... Structural Steel Design – Fifth Edition,

Design of Steel Structures I - sharif.irsharif.ir/~ahmadizadeh/courses/ststeeldes-ii/HW Set 1.pdf · Design of Steel Structures II 1 ... Structural Steel Design – Fifth Edition,

menu-9099394646709611722 · 2020-02-27 · RENDELÉS: +36 30 674 3263 32 cm 1 590 Ft 1 790 Ft 2 090 Ft 2 390 Ft 2 750 Ft 1 590 Ft 1 790 Ft 1 890 Ft 1 850 Ft 1 790 Ft agg 2 190 Ft

menu-9099394646709611722 · 2020-02-27 · RENDELÉS: +36 30 674 3263 32 cm 1 590 Ft 1 790 Ft 2 090 Ft 2 390 Ft 2 750 Ft 1 590 Ft 1 790 Ft 1 890 Ft 1 850 Ft 1 790 Ft agg 2 190 Ft

Crux - Canadian Mathematical Society ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ISSN 0705 - 0348 CRUX

Crux - Canadian Mathematical Society ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ISSN 0705 - 0348 CRUX

4 ft 4 ft 4 ft 4 ft 400 lb - blog.kakaocdn.net

4 ft 4 ft 4 ft 4 ft 400 lb - blog.kakaocdn.net

Mobile Crane/Grue mobile · 14 LTM 1160-5.2 3 ft 5 ft 2 ft ft 102 ft 116 ft 131 ft 16 ft 161 ft 16 ft 11 ft 203 ft * T 85% T 3 – 03 t 1 t 119000 bs 30° Lifting capacities Forces

Mobile Crane/Grue mobile · 14 LTM 1160-5.2 3 ft 5 ft 2 ft ft 102 ft 116 ft 131 ft 16 ft 161 ft 16 ft 11 ft 203 ft * T 85% T 3 – 03 t 1 t 119000 bs 30° Lifting capacities Forces

P ERIMETER : T HE DISTANCE AROUND A FIGURE Example What is the perimeter of the figure below? 12 ft 9 ft 6 ft 18 ft 15 ft 12 ft + 9 ft + 6 ft +

P ERIMETER : T HE DISTANCE AROUND A FIGURE Example What is the perimeter of the figure below? 12 ft 9 ft 6 ft 18 ft 15 ft 12 ft + 9 ft + 6 ft +

Meghan Hale - University of Virginia School of Architecture€¦ · Site Section 1:150. 8.5 ft 9.5 ft 9.5 ft 8.5 ft 11.5 ft 6.5 ft 12.75 ft 10.25 ft Apartment B 1:50 13.5 ft 7.5 ft

Meghan Hale - University of Virginia School of Architecture€¦ · Site Section 1:150. 8.5 ft 9.5 ft 9.5 ft 8.5 ft 11.5 ft 6.5 ft 12.75 ft 10.25 ft Apartment B 1:50 13.5 ft 7.5 ft

LTM 11200-9 Grue mobile...4 LTM 11200 9.1 ft ft 60 ft 79 ft 98 ft 117 ft 136 ft 156 ft 175 ft 194 ft 213 ft 232 ft 252 ft 271 ft 290 ft 309 ft 328 ft Lifting capacities T7 Forces de

LTM 11200-9 Grue mobile...4 LTM 11200 9.1 ft ft 60 ft 79 ft 98 ft 117 ft 136 ft 156 ft 175 ft 194 ft 213 ft 232 ft 252 ft 271 ft 290 ft 309 ft 328 ft Lifting capacities T7 Forces de

Occupancy and Vacancy Sensors - Douglas Lighting Controls · 2017. 10. 19. · 15 ft 7.5 ft 0 ft 7.5 ft 15 ft 180˚ 15˚ 15˚ 4 ft 0 ft 15 ft 8 ft Top View Side View WOS Series Lens

Occupancy and Vacancy Sensors - Douglas Lighting Controls · 2017. 10. 19. · 15 ft 7.5 ft 0 ft 7.5 ft 15 ft 180˚ 15˚ 15˚ 4 ft 0 ft 15 ft 8 ft Top View Side View WOS Series Lens

Cover Hydraulics Unit Pre-Design Report (Pre-Scoping) for ... · 25 FT 175 FT 1 FT 1 FT 24 FT 25.5 FT 21 FT No Median 0 15° 0 999.9 FT 24 FT 999.9 FT 0 FT CODE Not a Highway or Railroad

Cover Hydraulics Unit Pre-Design Report (Pre-Scoping) for ... · 25 FT 175 FT 1 FT 1 FT 24 FT 25.5 FT 21 FT No Median 0 15° 0 999.9 FT 24 FT 999.9 FT 0 FT CODE Not a Highway or Railroad

NEA Expo Convention Center78 sq ft 100,400 sq ft 2319 sq ft 380 sq ft 2765 sq ft 171 sq ft 416 sq ft 2166 sq ft 739 sq ft 82 1232 sq ft 1024 sq ft 330 sq ft 197 sq ft 1104 sq ft 78

NEA Expo Convention Center78 sq ft 100,400 sq ft 2319 sq ft 380 sq ft 2765 sq ft 171 sq ft 416 sq ft 2166 sq ft 739 sq ft 82 1232 sq ft 1024 sq ft 330 sq ft 197 sq ft 1104 sq ft 78

LTM 1350-6 Grue mobile - Benchley Cranebenchleycrane.com/files/ymf_180_LTM_1350-6.1_TD_180.02...9 LTM 1350 6.1 ft ft 49 ft 66 ft 82 ft 99 ft 115 ft 132 ft 149 ft 165 ft 182 ft 198

LTM 1350-6 Grue mobile - Benchley Cranebenchleycrane.com/files/ymf_180_LTM_1350-6.1_TD_180.02...9 LTM 1350 6.1 ft ft 49 ft 66 ft 82 ft 99 ft 115 ft 132 ft 149 ft 165 ft 182 ft 198

 · Turgeon, Michael J FT FT 07/2017 Prosser, Collin J FT FT 07/2017 Eustice, Tyler John FT FT 10/2017 Canole, Richard B FT FT 09/2017 Klein, Joe Werner FT FT 01/2018 Dickinson, Austin

 · Turgeon, Michael J FT FT 07/2017 Prosser, Collin J FT FT 07/2017 Eustice, Tyler John FT FT 10/2017 Canole, Richard B FT FT 09/2017 Klein, Joe Werner FT FT 01/2018 Dickinson, Austin

A multitude of accessories Streamlined design · RF35-4824__ RF40-4824_ RF44-4824 RF32-4824__ RF36-4824__ RF41-4824 RF45-4824 ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. 142 R5XEE-2002

A multitude of accessories Streamlined design · RF35-4824__ RF40-4824_ RF44-4824 RF32-4824__ RF36-4824__ RF41-4824 RF45-4824 ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. 142 R5XEE-2002

Structural Steel Design, 5th edsharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 3- Book Probl… · Design a column with an effective length of 22 ft to support a dead load of

Structural Steel Design, 5th edsharif.edu/~ahmadizadeh/courses/ststeeldes-i/HW Set 3- Book Probl… · Design a column with an effective length of 22 ft to support a dead load of