Check the correct statements regarding the picture. * ALT HDG MDA 310 10 ▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬ 10 10 260 240- 220 200 2150 QNH 1024 ITLE 109.10 6 It is a picture of the navigational display It says the aircraft is perfectly aligned with the center of the runway • Q O 3000 - FD 2 >025- 20 2300 80 >020- 7.2.⁹ 07

Check the correct statements regarding the picture. * ALT HDG MDA 310 10 ▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬ 10 10 260 240- 220 200 2150 QNH 1024 ITLE 109.10 6 It is a picture of the navigational display It says the aircraft is perfectly aligned with the center of the runway • Q O 3000 - FD 2 >025- 20 2300 80 >020- 7.2.⁹ 07

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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Modular Questions M7-1 PROFILE LEVELING. Figure shows a schematic arrangement of a profile level route from BM33to BM34. The values indicated represent backsight, foresight, and intermediate foresight readings taken on stations along the route. Prepare and complete profile level notes for the portrayed information. Show the customary arithmetic check and plot the profile. 2t00 Hl2 1• 00 3.06 (FS) y03+00 (BS), 1.7 iFS) HI, 3.43 (FS) TP, 4+40 6+ 00 2.22 2.8 IFS) 5+00 8+00 HIz 2.45 (FS) 3.6 TIFS BM33 Elev 328.70m BM. "34 9+00 I1+00 10 + 00 M7-2 TRIGONOMETRIC LEVELING. A vertical angle of -12°25' is measured to the top of a water tank from an instrument set up on a hill 585.00 meters away from it. The telescope of the instrument is 1.45 m above the ground whose elevation is 462.73 m. Making due allowance for the earth's curvature and atmospheric refraction, determine the elevation of the base of the water tank is the tank is 32.0 m high. (S8) (IFS) IFS)
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Determine the x-coordinate of the centroid of the shaded area. a O A. 3b/10 OB. 2b/7 O C. 2b/3 OD. 3a/4 E. 4a/5
Question 1 of 5 - / 20 > View Policies Current Attempt in Progress Determine the y-coordinate of the centroid of the shaded area. y Ix=y2/b 0.60b Answer: y = i b Save for Later Attempts: 0 of 1 used Submit Answer II
0 4: Anarea ļ* km20 jem is TO be surrered wsi ng acrial photogd Average scale photograph is !:)0,500 af ground elevation f g the a datym: ocal lenyth g camera uocd us 20cm m abore size 3 Photographe 2 70 kmph. The foward Lop in 30% . Determine the flying height ,exposune interval and and The speed f aircoaft io 70% and side opio aru 23cm723 cm photographics nu mber 8 photograph's required suny to complete the s4
3.24 Refer to the 15-ft high embankment shown in Figure 3.8. Embankments are generally constructed in several lifts or layers that are compacted according to geotechnical specifications. Each lift thickness is 3 ft and must have a dry unit weight of 118 lb/ft. It is known that the soil at the borrow pit has a moist unit weight of 111 lb/ft5, moisture content of 23%, and G, 2.67. Perform the following tasks a. Determine the moist weight of borrow soil needed to construct the first lift (bottom layer) per ft of the embankment b. On the day of the construction, there was a heavy rain that caused the borrow pit to reach a near saturated condition. Recalculate the moist weight of the borrow soil needed to construct the first lift
11:23 File Details Spr23_ENGR-135_33450 Engineering... Problem 2 Complete 5.18 from the course text. 5/18 Determine the x-coordinate of the centroid of the shaded area. Hint: Problem 3 y 2a ◄ Previous Dashboard 0 2 Problem 5/18 • Use polar coordinates. • Can either use a differential strip (be careful about centroid coordinates) so that you integrate once from 0 = 0 to 0 = π/2 or integrate twice along r and then 0. r = k₁+k₂0 • Notice there is a relationship between k₁, k2 and a given that r = a at 0 = 0 and r = 2a at 0 = π/2. 000 000 Calendar 3 D 4 To Do Notifications Next ► Inbox (
HELP ASAP!!! P1: 280 N, P2: 590 N, x: 1.11 m, theta: 38 degrees
Q2/ In closed traverse ABCD shown below, Calculate: - 1-AX, AY for line CD 2-Traverse co-ordinates (X, Y) of all stations if the (X, Y) of station A is (80,80). 3-Traverse area 4- Draw the traverse St. A B с D A Mem. AB BC CD DA AX 110 70 ? -50 AY -40 60 ? -90
ACET208 SURVEYING II - TRAVERSING EXAMPLES QUESTION 1 A traverse survey was performed and the following data was recorded. HORIZ.CIRCLE 106-47-00 I.S. TGT F/S SIDE LENGTH (m) A L/R AB 502.2 A B L/R BC CD DE EA 163-40-00 421.3 L/R 247-16-00 318.2 B L/R L/R L/R 004-44-00 215.4 В 029-21-00 1049.0 177-38-00 D. L/R 341-56-00 D E L/R L/R 137-07-00 081-27-00 E A L/R 143-36-00 Assuming a local origin at A(0,0) and direction A-B as the local North, calculate the following (in tabular form): (a) the reduced angles for each traverse station. (b) the whole circle bearings for the sides of the traverse. (c) the Northings and Eastings of each station. (d) report the misclosure in latitude and departure. EBACBDCED
(plus sights) BS (+) Station HI BMA 6.87' 1031.19' TP1 4.98' TP2 7.43' TP3 0.98' TP4 4.57' TP5 8.20' трь 3.65' TBMX 8.52' TP7 2.22' TP8 7.04' TP9 4.74' TPID 3.68' ΤΡΙ 5.90' BMA Σ = (minus sights) (minus sights) FS (-) IFS (-) 5.32' 6.27' 2.84' 8.34' 3.76 6.52' 5.97' 5.89¹ 4.63' 2.39' 6.00⁰ 8.27 2.60' Check: Misclosure: Permissible Misclosure: Adjustment: Elevation 1024.32 102398 Published Information for BM 303- elevation = 1024.32' (NAVD88) Fieldnote information: BS on BM 303 = 6.87' FS on TP1= 5.32' BS on TP1 = 4.98' FS on TP2 = 6.27' BS on TP2= 7.43' FS on TP3= 2.84' BS on TP3= 0.98' FS on TP4 = 8.34' BS on TP4 = 4.57' FS on TP5= 3.76' BS on TP5= 8.20' FS on TP6= 6.52' BS on Tp6= 3.65' FS on TBM R22 = 5.97' BS on TBM R22 = 8.52' FS on TP7 5.89' BS on TP7= 2.22' FS on TP8= 4.63' BS on TP8 7.04' FS on TP9 = 2.39' BS on TP9 = 4.74' FS on TP10= 6.00' BS on TP10 = 3.68' FS on TP11 = 8.27' BS on TP11= 5.90' FS on BM 303 = 2.60'