A built-up section is made by needing too stable and two channel sections. Using the built-up section below in Figure 1, Determine the following: a) Gross sectional Area b) Neutral axis in the x-axis and y-axis (x and y). Take your reference point as the top right corner. c) Moment of Inertia (Ixx and Iyy) d) Radius of gyration (rxx and ryy) e) Sectional modulus (Zxx and Zyy)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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4G+
VOLTE Gall
QUESTION ONE (CROSS-SECTIONAL AREA)
A built-up section is made by needing too stable and two channel sections. Using the
built-up section below in Figure 1, Determine the following:
10 mm-
130 mm
Figure 2: Truss
a) Gross sectional Area
b) Neutral axis in the x-axis and y-axis (x and y). Take your reference point as the top
right corner.
c) Moment of Inertia (Ixx and Iyy)
d) Radius of gyration (rxx and ryy)
e) Sectional modulus (Zxx and Zyy)
Highlight/Underline your final answers.
ASSIGNMENT TWO
Due date: 09/10/2023
Material properties:
Unit weight (ys) - 15 kN/m³
<
90 mm
Internal friction angle (B) = 30°
Concrete Unit weight(y) - 25 kN/m³
Coefficient of friction- u = tanß
20.
mm
90 mm
Figure 1. Built-up section
Check the stability of the retaining wall against:
a) Overturning
b) Sliding
c) Overturning (The SBC is 300 kPa)
Highlight/Underline your final answers.
20 mm
-10 mm
10 mm
QUESTION TWO (RETAINING WALL)
The cantilever retaining wall given in Figure 2 has the following specifications:
36% 7:43
10 mm
10 mm
w = 10 kN/m²
Transcribed Image Text:4G+ VOLTE Gall QUESTION ONE (CROSS-SECTIONAL AREA) A built-up section is made by needing too stable and two channel sections. Using the built-up section below in Figure 1, Determine the following: 10 mm- 130 mm Figure 2: Truss a) Gross sectional Area b) Neutral axis in the x-axis and y-axis (x and y). Take your reference point as the top right corner. c) Moment of Inertia (Ixx and Iyy) d) Radius of gyration (rxx and ryy) e) Sectional modulus (Zxx and Zyy) Highlight/Underline your final answers. ASSIGNMENT TWO Due date: 09/10/2023 Material properties: Unit weight (ys) - 15 kN/m³ < 90 mm Internal friction angle (B) = 30° Concrete Unit weight(y) - 25 kN/m³ Coefficient of friction- u = tanß 20. mm 90 mm Figure 1. Built-up section Check the stability of the retaining wall against: a) Overturning b) Sliding c) Overturning (The SBC is 300 kPa) Highlight/Underline your final answers. 20 mm -10 mm 10 mm QUESTION TWO (RETAINING WALL) The cantilever retaining wall given in Figure 2 has the following specifications: 36% 7:43 10 mm 10 mm w = 10 kN/m²
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