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![E = 19*10PSE,= 51,161 ft Find the de flection at x=8 feet for cose - I. vi =-q* [ 23-26?+m?]. 2UEI Hore, Ixia moment of Inert](http://img.homeworklib.com/questions/632102b0-8857-11eb-8579-5d21943bbf2c.png?x-oss-process=image/resize,w_560)
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6. (10 points) A...
Use cross section W 8x15 500 Iь 25 Ib/in. А) С B Т" - 16 in.-...
Use cross section W 8x15
500 Iь 25 Ib/in. А) С B Т" - 16 in.- 24 in.- Circle the correct statement: V = dM/dx M= dv/dx In a few words, which of these two statements are shown by the shear and moment diagrams for this problem, and how do you know? For the beam, loading, and cross section specified, what is the absolute value of the maximum normal stress due to bending? I (Moment of Inertia) from Hibbeler Appendix...
CRBEMENo 6 (16 points) Answer the following questions about rolled steel W-beams (use the sable provided...
CRBEMENo 6 (16 points) Answer the following questions about rolled steel W-beams (use the sable provided as necessary): Which one of the following characteristics makes a W-beam "optimal" (as i. assumed for this class)? a narrowest flange width largest section modulus lightest weight shallowest depth d. Ir the beam is bent about horizontal x-x avis and requires a minimum section modulus of 43.4 in', which of the following beams would make the "short list"? (For this question only, mark all...
Design Column B2: KL 30, Use an HSS section, Fy 46 ksi. pe 0.9 Use table 10.5 from handout Calcul...
Answer the following blanks for design column B2
Design Column B2: KL 30, Use an HSS section, Fy 46 ksi. pe 0.9 Use table 10.5 from handout Calculate the following: Column tributary area: Artb (At2) Total column load: Pu (kips)- Column nominal Load: Pr (Kkips)- Lightest Column Section: Column Selection Table Pu (kips)- BLE 10.5 Safe Factored Loads for Selected 46-ksi Yield Stress Tube Steel Columns Effective Length (KL) in feet Area (in.2) 06 8 10 12 14 16 18...
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...
Problem (42-43) 50 ksi steel, by Calculation: Select the lightest w section for a beam 20...
Problem (42-43) 50 ksi steel, by Calculation: Select the lightest w section for a beam 20 ft in length with a superimposed total uniformly distributed live load of 98 kips and a total uniformly distributed dead load of 50 kips. DO NOT adjust for beam self weight Question 42 Not yet answered Points out of 3.00 P Flag question Lightest W- Select one O a, W24x62 Ob W18x71 O C. W24x55 O d. w12x79 Question 43 Flag question Not yet...
QUESTION 7 The data set Beer Large, which can be found in StatCrunch Shared Data Sets,...
QUESTION 7 The data set Beer Large, which can be found in StatCrunch Shared Data Sets, gives the Alcohol, Carbohydrates and Calories for different brands of beer. The explanatory variable is x + Carbohydrates and the response variable is Y - Calories. Use this information to answer: Calculate the correlation between carbohydrates and calories. (4 decimal places) Row vars varo var var 8 var9 var 10 2 الميا ABV 4.1 5.4 4.43 4.13 5.9 4.9 Carbs 2.6 13.7 5.8 5...
Problem #1: TO SELECT THE MOST ECONOMICAL Wio SHAPE COLUMN ZO FEET IN HEIGHT SUPPORT AH...
Problem #1: TO SELECT THE MOST ECONOMICAL Wio SHAPE COLUMN ZO FEET IN HEIGHT SUPPORT AH AXIAL LORD OF 370 KIPS using soksi STEEL! ASSUME A FIXED BASE ANDA PINGED TOP (CASE C) WIDE FLANGE SHAPES HP Axis Y-Y Theoretical Dimensions and Properties for Designing Flange Axis X-X | Weight Area Depth Web Section per of of Thick- Thick- Number Foot Section Section Width S 'T Sy Ty ness ness < * A by tw in. in. in.' in. in....
Apologies for the long question! L M N O P Q R S at 10 at...
Apologies for the long question!
L M N O P Q R S at 10 at A1 ✓ fx Part 2 C D E F G H I J K 7 The budget director for Bird House Unlimited, Inc., has gathered the following data for use in developing the budgeted income statement for January 2020. Estimated sales for January Bird House 34,000 units $42 per unit Bird Feeder 25,000 units $70 per unit Direct materials Estimated inventories at January 1(beginning)...
If the two signal handling functions in 3000pc were replaced by one function, would there be...
If the two signal handling functions in 3000pc were replaced by one function, would there be any significant loss of functionality? Briefly explain /* 3000pc.c */ 2 3 4 5 6 7 8 #include <stdio.h> 9 #include <stdlib.h> 10 #include <unistd.h> 11 #include <sys/mman.h> 12 #include <errno.h> 13 #include <string.h> 14 #include <sys/types.h> 15 #include <sys/wait.h> 16 #include <semaphore.h> 17 #include <string.h> 18 #include <time.h> 19 20 #define QUEUESIZE 32 21 #define WORDSIZE 16 22 23 const int wordlist_size =...
CASE 1-5 Financial Statement Ratio Computation Refer to Campbell Soup Company's financial Campbell Soup statements in...
CASE 1-5 Financial Statement Ratio Computation Refer to Campbell Soup Company's financial Campbell Soup statements in Appendix A. Required: Compute the following ratios for Year 11. Liquidity ratios: Asset utilization ratios:* a. Current ratio n. Cash turnover b. Acid-test ratio 0. Accounts receivable turnover c. Days to sell inventory p. Inventory turnover d. Collection period 4. Working capital turnover Capital structure and solvency ratios: 1. Fixed assets turnover e. Total debt to total equity s. Total assets turnover f. Long-term...
Use cross section W 8x15
500 Iь 25 Ib/in. А) С B Т" - 16 in.- 24 in.- Circle the correct statement: V = dM/dx M= dv/dx In a few words, which of these two statements are shown by the shear and moment diagrams for this problem, and how do you know? For the beam, loading, and cross section specified, what is the absolute value of the maximum normal stress due to bending? I (Moment of Inertia) from Hibbeler Appendix...
CRBEMENo 6 (16 points) Answer the following questions about rolled steel W-beams (use the sable provided as necessary): Which one of the following characteristics makes a W-beam "optimal" (as i. assumed for this class)? a narrowest flange width largest section modulus lightest weight shallowest depth d. Ir the beam is bent about horizontal x-x avis and requires a minimum section modulus of 43.4 in', which of the following beams would make the "short list"? (For this question only, mark all...
Answer the following blanks for design column B2
Design Column B2: KL 30, Use an HSS section, Fy 46 ksi. pe 0.9 Use table 10.5 from handout Calculate the following: Column tributary area: Artb (At2) Total column load: Pu (kips)- Column nominal Load: Pr (Kkips)- Lightest Column Section: Column Selection Table Pu (kips)- BLE 10.5 Safe Factored Loads for Selected 46-ksi Yield Stress Tube Steel Columns Effective Length (KL) in feet Area (in.2) 06 8 10 12 14 16 18...
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...
Problem (42-43) 50 ksi steel, by Calculation: Select the lightest w section for a beam 20 ft in length with a superimposed total uniformly distributed live load of 98 kips and a total uniformly distributed dead load of 50 kips. DO NOT adjust for beam self weight Question 42 Not yet answered Points out of 3.00 P Flag question Lightest W- Select one O a, W24x62 Ob W18x71 O C. W24x55 O d. w12x79 Question 43 Flag question Not yet...
QUESTION 7 The data set Beer Large, which can be found in StatCrunch Shared Data Sets, gives the Alcohol, Carbohydrates and Calories for different brands of beer. The explanatory variable is x + Carbohydrates and the response variable is Y - Calories. Use this information to answer: Calculate the correlation between carbohydrates and calories. (4 decimal places) Row vars varo var var 8 var9 var 10 2 الميا ABV 4.1 5.4 4.43 4.13 5.9 4.9 Carbs 2.6 13.7 5.8 5...
Problem #1: TO SELECT THE MOST ECONOMICAL Wio SHAPE COLUMN ZO FEET IN HEIGHT SUPPORT AH AXIAL LORD OF 370 KIPS using soksi STEEL! ASSUME A FIXED BASE ANDA PINGED TOP (CASE C) WIDE FLANGE SHAPES HP Axis Y-Y Theoretical Dimensions and Properties for Designing Flange Axis X-X | Weight Area Depth Web Section per of of Thick- Thick- Number Foot Section Section Width S 'T Sy Ty ness ness < * A by tw in. in. in.' in. in....
Apologies for the long question!
L M N O P Q R S at 10 at A1 ✓ fx Part 2 C D E F G H I J K 7 The budget director for Bird House Unlimited, Inc., has gathered the following data for use in developing the budgeted income statement for January 2020. Estimated sales for January Bird House 34,000 units $42 per unit Bird Feeder 25,000 units $70 per unit Direct materials Estimated inventories at January 1(beginning)...
CASE 1-5 Financial Statement Ratio Computation Refer to Campbell Soup Company's financial Campbell Soup statements in Appendix A. Required: Compute the following ratios for Year 11. Liquidity ratios: Asset utilization ratios:* a. Current ratio n. Cash turnover b. Acid-test ratio 0. Accounts receivable turnover c. Days to sell inventory p. Inventory turnover d. Collection period 4. Working capital turnover Capital structure and solvency ratios: 1. Fixed assets turnover e. Total debt to total equity s. Total assets turnover f. Long-term...
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