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Determine the effective length factors for al the columns of the frame shown in the accompanying...
143 t 13 tHo W 16 x E at lo A building frame is shown. Using the alignment charts determine the e...
143 t 13 tHo W 16 x E at lo A building frame is shown. Using the alignment charts determine the effective column length factor (K) and the slenderness ratio KL/r for each column. Note, the columns on the upper level are subject to sidesway and beams bend about their strong axis.
143 t 13 tHo W 16 x E at lo A building frame is shown. Using the alignment charts determine the effective column length factor (K) and the...
1) columns AB and BC of the braced frame shown. Assume that all beams are 30...
1) columns AB and BC of the braced frame shown. Assume that all beams are 30 cm * 50 cm and all columns are 30 cm × 40 cm Use 0.70 gross moments of inertia of columns and 0.35 gross moments of inertia of beams. Assume far ends of beams are pinned, and use 4A-10. Using the alignment charts provided, determine the effective length factors for ot オ'
steel Q3 (8marks) The frame shown in the figure is un- braced (Sideway Uninhibited) and bending...
steel
Q3 (8marks) The frame shown in the figure is un- braced (Sideway Uninhibited) and bending about the x-axis of all columns are W12x58. And we found that Gg-G-1.22 ing the assumptions of alignment charts are met. All girders are W16x40, and 15f Using the alignment charts, determine the effective length factor K, for the columns AB and BC. Determine the design axial load for the column BC. . . a. Use AISC Equation E3-2 or E3-3. b. Use Table...
Use the alignment chart to determine the effective length factor kr for the column #1 shown below...
Use the alignment chart to determine the effective length factor kr for the column #1 shown below. (15 points) 4. No bracing is provided in this frame. Column #2: HP14X102 15 ft Girder: W12X45 Girder: W12X45 Column #1: HP14X102 15 ft Column orientation 30 ft 30 ft
Use the alignment chart to determine the effective length factor kr for the column #1 shown below. (15 points) 4. No bracing is provided in this frame. Column #2: HP14X102 15 ft Girder:...
Determine the capacity of a W14x61 column (A992) if it is part of a sway frame...
Determine the capacity of a W14x61 column (A992) if it is part of a sway frame (meaning lateral translation is allowed between the top and bottom for effective length factors). You may use any tables or charts in the manual. The unbraced length = 15 ft (not necessarily effective length) for either major axis or minor axis buckling as given below. a) Minor axis buckling with top fixed and bottom fixed (6 pts) b) Minor axis buckling with top fixed...
data: (copy and paste in excel to view columns in alignment) Sample Repair Time (days) 1 ...
data: (copy and paste in excel to view columns in alignment)
Sample Repair Time (days)
1 12
2 17
3 9
4 16
5 10
6 18
7 12
8 14
9 15
10 14
11 14
12 8
13 11
14 10
15 8
16 8
17 14
18 12
19 14
20 13
21 12
22 15
23 15
24 10
25 24
26 17
27 13
28 15
29 13
30 15
31 36
32 40
33 ...
How do I solve this? Problem 2(50 points) The roof of the Edwin A. Stevens building...
How
do I solve this?
Problem 2(50 points) The roof of the Edwin A. Stevens building is to be redesigned to accommodate a billboard for Stevens Institute of Technology. The new billboard will weigh 40 kips and be supported equally by two columns located 9 ft from the rear of the building. The beams supporting the new roof will be simply supported as shown. (Note there is a 5 ft overhang at the front of the building). For the grade...
find v belt drive design power select belt type determine shive size (belt speed 4000 ft/min)...
find v belt drive
design power
select belt type
determine shive size (belt speed 4000 ft/min)
find shive size from power rating figure
find rated power
find estimated centre distance
find belt length (by selecting standard belt length)
calculate actual centre distance
find contact angle for small shieve
determine correct factors
calculate correct power per belt
no. of belt needed
V-Belt Designing Sample Problem . Given: A 4 cylinder diesel engine runs at 80 hp, 1800 rpm, to drive a...
Read the article, more specifically the abstract, introduction, discussion and conlcusion and summarize those specific sections...
Read the article, more specifically the abstract,
introduction, discussion and conlcusion and summarize those
specific sections in a paragraph or two.
INTRODUCTION
With the increase in recreational and competitive cycling,
cyclists are experiencing more overuse inju- ries related to
repetitive loading.Both intrinsic and extrinsic factors contribute
to injury. Intrinsic fac- tors are inherent to the cyclist and
include fitness level as well as anatomical alignment of the lower
extremities. Extrinsic factors are generally asso- ciated with
factors external to the...
Refer to the following financial statements and answer the following questions hints:- 13. cash provided (used)...
Refer to the following financial statements
and answer the following questions
hints:-
13. cash provided (used) by operating activities, investing
activities, and financing activities. 14. cash-based net income.
15. estimate of uncollectible accounts receivable. 16. calculate
and interpret accounts receivable ratio (most recent and prior
period).
hints:-
2:12 PM Wed Apr 15 39%). A 51.04cdn.com PART II NIKE, Inc. Consolidated Statements of Income in mWors, except per share data) Revenues Cost of sales Gross profit Demand creation expense Operating overhead...
143 t 13 tHo W 16 x E at lo A building frame is shown. Using the alignment charts determine the effective column length factor (K) and the slenderness ratio KL/r for each column. Note, the columns on the upper level are subject to sidesway and beams bend about their strong axis.
143 t 13 tHo W 16 x E at lo A building frame is shown. Using the alignment charts determine the effective column length factor (K) and the...
1) columns AB and BC of the braced frame shown. Assume that all beams are 30 cm * 50 cm and all columns are 30 cm × 40 cm Use 0.70 gross moments of inertia of columns and 0.35 gross moments of inertia of beams. Assume far ends of beams are pinned, and use 4A-10. Using the alignment charts provided, determine the effective length factors for ot オ'
steel
Q3 (8marks) The frame shown in the figure is un- braced (Sideway Uninhibited) and bending about the x-axis of all columns are W12x58. And we found that Gg-G-1.22 ing the assumptions of alignment charts are met. All girders are W16x40, and 15f Using the alignment charts, determine the effective length factor K, for the columns AB and BC. Determine the design axial load for the column BC. . . a. Use AISC Equation E3-2 or E3-3. b. Use Table...
Use the alignment chart to determine the effective length factor kr for the column #1 shown below. (15 points) 4. No bracing is provided in this frame. Column #2: HP14X102 15 ft Girder: W12X45 Girder: W12X45 Column #1: HP14X102 15 ft Column orientation 30 ft 30 ft
Use the alignment chart to determine the effective length factor kr for the column #1 shown below. (15 points) 4. No bracing is provided in this frame. Column #2: HP14X102 15 ft Girder:...
Determine the capacity of a W14x61 column (A992) if it is part of a sway frame (meaning lateral translation is allowed between the top and bottom for effective length factors). You may use any tables or charts in the manual. The unbraced length = 15 ft (not necessarily effective length) for either major axis or minor axis buckling as given below. a) Minor axis buckling with top fixed and bottom fixed (6 pts) b) Minor axis buckling with top fixed...
data: (copy and paste in excel to view columns in alignment)
Sample Repair Time (days)
1 12
2 17
3 9
4 16
5 10
6 18
7 12
8 14
9 15
10 14
11 14
12 8
13 11
14 10
15 8
16 8
17 14
18 12
19 14
20 13
21 12
22 15
23 15
24 10
25 24
26 17
27 13
28 15
29 13
30 15
31 36
32 40
33 ...
How
do I solve this?
Problem 2(50 points) The roof of the Edwin A. Stevens building is to be redesigned to accommodate a billboard for Stevens Institute of Technology. The new billboard will weigh 40 kips and be supported equally by two columns located 9 ft from the rear of the building. The beams supporting the new roof will be simply supported as shown. (Note there is a 5 ft overhang at the front of the building). For the grade...
find v belt drive
design power
select belt type
determine shive size (belt speed 4000 ft/min)
find shive size from power rating figure
find rated power
find estimated centre distance
find belt length (by selecting standard belt length)
calculate actual centre distance
find contact angle for small shieve
determine correct factors
calculate correct power per belt
no. of belt needed
V-Belt Designing Sample Problem . Given: A 4 cylinder diesel engine runs at 80 hp, 1800 rpm, to drive a...
Read the article, more specifically the abstract,
introduction, discussion and conlcusion and summarize those
specific sections in a paragraph or two.
INTRODUCTION
With the increase in recreational and competitive cycling,
cyclists are experiencing more overuse inju- ries related to
repetitive loading.Both intrinsic and extrinsic factors contribute
to injury. Intrinsic fac- tors are inherent to the cyclist and
include fitness level as well as anatomical alignment of the lower
extremities. Extrinsic factors are generally asso- ciated with
factors external to the...
Refer to the following financial statements
and answer the following questions
hints:-
13. cash provided (used) by operating activities, investing
activities, and financing activities. 14. cash-based net income.
15. estimate of uncollectible accounts receivable. 16. calculate
and interpret accounts receivable ratio (most recent and prior
period).
hints:-
2:12 PM Wed Apr 15 39%). A 51.04cdn.com PART II NIKE, Inc. Consolidated Statements of Income in mWors, except per share data) Revenues Cost of sales Gross profit Demand creation expense Operating overhead...
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