3. Reduce the following set of field notes and provide the math check. Station BS HI IS FS BM 101 0.475 0+000 0.02 0+020 0.41 0+040 0.73 0+060 0.70 0+066.28 0.726 0+080 1.38 0+100 1.75 0+120 2.47 TP 1 0+140 0.57 0+143.78 0.634 0+147.02 0.681 0+160 0.71 0+180 0.69 0+200 1.37 TP 2 BM 102 0.666 0.033 2.993 1.705 2.891 Elevation 159.987

3. Reduce the following set of field notes and provide the math check. Station BS HI IS FS BM 101 0.475 0+000 0.02 0+020 0.41 0+040 0.73 0+060 0.70 0+066.28 0.726 0+080 1.38 0+100 1.75 0+120 2.47 TP 1 0+140 0.57 0+143.78 0.634 0+147.02 0.681 0+160 0.71 0+180 0.69 0+200 1.37 TP 2 BM 102 0.666 0.033 2.993 1.705 2.891 Elevation 159.987

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A 3m diameter circular footing is transmitting a concentrated load of 1500 kN. a. Determine the bearing pressure exerted by this footing into the supporting soil b. Determine the increase in the vertical stress at a depth of 3m directly below the center of the footing c. Determine the increase in the vertical stress at a depth of 6m which is located at 2m radially from the center of the footing Table 1 Variation of A' with z/R and r/R r/R z/R 0 0.2 0.4 0.6 0.8 1 1.2 1.5 2 0 1.0 1.0 1.0 1.0 1.0 0.5 0 0 0 0.1 0.90050 0.89748 0.88679 0.86126 0.78797 0.09645 0.02787 0.00856 0.43015 0.38269 0.2 0.80388 0.79824 0.77884 0.73483 0.63014 0.15433 0.05251 0.01680 0.3 0.71265 0.70518 0.68316 0.62690 0.52081 0.34375 0.17964 0.07199 0.02440 0.4 0.62861 0.62015 0.59241 0.53767 0.44329 0.31048 0.18709 0.08593 0.03118 0.5 0.55279 0.54403 0.51622 0.46448 0.38390 0.28156 0.18556 0.09499 0.03701 0.6 0.48550 0.47691 0.45078 0.40427 0.33676 0.25588 0.17952 0.10010 0.7 0.42654 0.41874 0.39491 0.35428 0.29833…
3. An A36 Steel Cantilever Beam is shown below, also showing its cross section. Determine the following: a. The Support Reactions b. Centroid of the Cross Section c. Centroidal Moment of Inertia of the Section parallel with the x-axis d. Centroidal Moment of Inertia of the Section parallel with the y-axis Given the formula of the Maximum allowable bending stress of steel, fb = 0.66Fy. Where Fy is the Yield Stress of Steel. Where the bending stress for a beam is (fb) = Mc/I, where c is the distance of the centroid to the extreme most fiber of the beam (either top-most or bottom-most distance). Does the Steel fail under the loading given? Use Fy = 450 Mpa. Use the Moment in (a) e. and the moment of inertia in (c).
Change the complex numbers to rectangular form: 5(cos 180+isin180) cos 135 + isin135 8(cos420 + isin 420) 20(cos315+isin135) 2(cos128 + isin128)
Logged in as zenuh. Log Out webwork / mat228-rosen / homework 2/6 Homework 2: Problem 6 Problem List Next Problem Previous Problem (1 point). The distance d of a point P to the line through points A and Bis the length of the component of AP that is orthogonal to AB, as indicated in the diagram. So the distance from P = (4,0, –3) to the line through the points A= (2. –2. 4) and B = (-1, –5, –2) is Preview My Answers Submit Answers Show me another You have attempted this problem 15 times. You have 5 attempts left before new version will be requested Your overall recorded score is 0%. You have unlimnited attempts remaining. Reflect in ePortfolio Download Print Activity Details You have viewed this topic P Type here to search 立 Community
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.
Quiz1 Your email address will be recorded when you submit this form. Not maram.kadhim.moren1558@student.uobabylon.e du.iq? Switch account Two rods are attached at A to lever AB. Using the parallelogram law and knowing that the force in the left-hand rod is F1 = 120 N, F1. F2 28° 10° OB
Problem 4 Find the range of: f(x)= Vx+4. {v]y€R, y24} b. {y|y €R, y2-4} c. {y]y€R, ys0} d. {y]y eR, y20} а.
pls help! write the complete solutios and legibly. UPVOTE will be given! Engineering Mechanics The answers should be: Fab= 449N, Fac= 861N, Fad = 449N
Q4: Find the domain ofthe following equations: x+5 y = Jx² –16
Q/Write the following complex numbers in form x+yi : 3e^t/3 i 2e^-T/4 i e^t/3 e^-T/6 i -5 e^ -7/5 Tt
12 please solve problem
Complete the table below. C 105°22' Sta A B с D 118°37 E 108° 28' DEFELCTION ANGLE ANGLE TO THE RIGHT חח B 120°28¹ N30°00'W MERIDIAN 87°05' DEFLECTION ANGLE ** Use the following example in writing your answer Answer 23°04'L 183° 02' ANGLE TO THE RIGHT Input form 23d04mL 183d02m