Command Window OX File Edit Debug Desktop Window Hep >> Temperat ure = D:5: 50; >> density = 1013 DO0./ ( 1286.9) * (Tempereture+273)): >> plot (Temperature, density) >> title('Density of Air as a Function of Temperature'| >> xlabel|' Temperature (C)') >> ylabel|' Densicy (kg/n*3) ') >> grid on f >> OVR. FIGURE 15.20 Command Window for Example 14.6 (revisited). Figure 1 File Edit View Insert Tools Desktop Window Hap Dersity of Air as a Funotion of Temperature 1.3 1.26 1.2 1.16 1.1 1.06 10 15 20 25 30 35 40 45 50 Tempemture (G) FIGURE 15.21 Plot of density of air for Example 14.6 (revisited). Density (kg/m

Command Window OX File Edit Debug Desktop Window Hep >> Temperat ure = D:5: 50; >> density = 1013 DO0./ ( 1286.9) * (Tempereture+273)): >> plot (Temperature, density) >> title('Density of Air as a Function of Temperature'| >> xlabel|' Temperature (C)') >> ylabel|' Densicy (kg/n*3) ') >> grid on f >> OVR. FIGURE 15.20 Command Window for Example 14.6 (revisited). Figure 1 File Edit View Insert Tools Desktop Window Hap Dersity of Air as a Funotion of Temperature 1.3 1.26 1.2 1.16 1.1 1.06 10 15 20 25 30 35 40 45 50 Tempemture (G) FIGURE 15.21 Plot of density of air for Example 14.6 (revisited). Density (kg/m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Hello kindly answer the problem attached image below. Thank you very much. ASAP.
FILE НОМЕ INSERT PAGE LAYOUT FORMULAS DATA REVIEW VIEW X Cut Calibri 11 A A EWrap Text General Ee Copy A - Paste в I U E E Merge & Center $ - %- Format Painter Clipboard Font Alignment Nu E11 X fr =(C10-D11) A В C D E F 1 I. Fill up the table completely & solve the ff. 2 POINT BS HI FS ELEV. 3 Bma 1.23 121.68 120.45 4 TP1 1.15 121.58 1.25 120.43 5 TP2 2.25 120.68 3.15 118.43 ТРЗ 2.45 120.48 2.65 118.03 7 ТР4 1.89 119.73 2.64 117.84 8 ТР5 1.75 119.94 1.54 118.19 9. ТР6 1.82 120.52 1.24 118.7 10 TP7 2.05 120.79 1.78 118.74 11 ТР8 2 121.03 1.76 119.03 12 BMb 1.11 119.92 13 uit 14 1.) Prepare a graph for the ground configuration. 15 2.) Difference in elevation between Bma & BMb 16 3.) Difference in elevation between the highest & lowest point 17
|Assignments Assignments x + com/course.html?courseld=16497401&OpenVellumHMAC=06f0ab4bb9233f983c338898b501c325#10301 Update : Problem 3.54 3 of 3 A clockwise couple M = 4.5 N. m is resisted by the shaft of the electric motor. (Figure 1) Part A Determine the magnitude of the reactive forces -R and R which act at supports A and B so that the resultant of the two couples is zero. Express your answer to three significant figures and include the appropriate units. ? Value Units %3D Figure 1 of 1 Submit Request Answer M < Return to Assignment Provide Feedback 150 mm A 60° 60 B R P Pearson /itemView?assignmentProblemID=12439440&attemptNo=1 Show all image 6487327.JPG 03e6567c-76b3-45...jpg 1stIMG.jpg image_6487327 (2).JPG| image 6487327 (1).JPG 9:36 PM O a ) ENG %23 amazon 2021-01-31
You are a professor of architecture. Show your students where the horizon line and vanishing points are on the sketch shown. b 0 2018 -Vladimi-/ Getty Images Plus O Line AB is the horizon line. Points A and B are vanishing points. O Line CD is the horizon line. Points C and D are vanishing points. O Line EF is the horizon line. Points E and F are vanishing points. O Line GH is the horizon line. Points G and H are vanishing points.
As an engineer in a construction company, you must design a steel compression member with an effective length of 5 m loaded eccentrically at e = 200 mm, as shown in Figure 2. Due to financial constraints, you need to choose one of the wide-flange shapes according to the properties of rolled-steel shapes as listed in Appendix 1. Use E = 200 GPa and oy = 250 MPa. 200 mm Figure 2 In your design proposal, clearly state the following: i) Evaluate the wide flange steel column that you are selected according to the American Institute of Steel Corporation (AISC) column design standard. Determine the largest load that it can safely support using the allowable stress method.
Lenght = 10m
Answer = 13.4 mm
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Direction: USE DIRECT COMPUTATION & COMPLETE SOLUTION
From the figure shown, determine the following: y L4 L, CE h, h7 he h2 hs he h4 he Distance of the centroid from the x-axis