VI. Angle Conversions 1. Convert 115 16' 31" into its equivalent degree. 2. Convert 231 13' 18" into its equivalent degree. 3. Convert 435.1613312 to degree, minute, second format. 4. Convert 516.3119023 to degree, minute, second format. 5. Convert 367 to grad, mills, and radians. 6. Convert 145 to grad, mills, and radians.

VI. Angle Conversions 1. Convert 115 16' 31" into its equivalent degree. 2. Convert 231 13' 18" into its equivalent degree. 3. Convert 435.1613312 to degree, minute, second format. 4. Convert 516.3119023 to degree, minute, second format. 5. Convert 367 to grad, mills, and radians. 6. Convert 145 to grad, mills, and radians.

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

PROFILE LEVELING. Complete the following set of profile level notes and show the customary arithmetic check. Plot the profile diagram using any scale you want. STA BS HI FS IFS ELEV ВМ — а 1.24 234.51 m TP – 1 1.11 3.40 1 + 00 4.6 + 25 + 50 + 75 ТР - 2 2.7 3.6 2.4 3.21 2.46 2 + 00 1.2 + 25 3.2 + 50 ТР - 3 2.8 3.06 2.74 BM – b 2.40 IN/3
3 / 5 \times 11 / 4 \text { inches } \times 3^{1 / 6}
Module 03- Coursework Activity 03 Complete the Differential Leveling Notes by providing data to the unknown quantities. STA HI FS IFS BM33 0+00 1+00 2+00 3+00 TP1 4+ 40 5+00 6 +00 TP2 8+00 9 +00 10+00 11+00 BM34 BS 2.32 2.77 2.22 3.43 3.06 2.45 1.7 2.2 1.2 0.9 2.2 3.7 1.6 2.8 3.6 2.0 1.1 ELEV 328.70 m
Q.1. Please calculate the area of cut cross-section using the coordinate method. 759.90 8.53 759.14 0.00 758.51 -7.14 758.49 758.37 6.00 757.87 758.37 0.00 757.87 -6.00 -6.50 6.50
Findl the centeroid a given compocite figure. Set-up n the reference axis on the lower left corner. Radius - 1.5" 4 3" 米 4" 4" 4"
COMPUTE THE OMMITED MESUREMENTS
1. У(х) %3D Сје2х + Cзе* + 2sinx; C1 = C2 = У (0) %3D0 аnd y'(0) 3 1 %3D
In the value of data shown: Take X = 621.22 What is the value of LEC?
I need the answer as soon as possible
Q: From fig (1) calculate the elevations of marked points then draw the profile by hand (you can use graph paper).?
Convert 42.203° to DMS and round to the nearest second. In your answer separate each unit with a comma and no space. Ex: 32,44,01
200 N 825 i 400 N 825 mm 1800 min 200 N 1650 mm 250 N 350 N