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532 ELEV (FT) BORING M-1 Nc (B/FT) FOOTING 5 FT x 5 FT CROSS-SECTION VIEW EAST Q = 150 KIPS DOES NOT INCLUDE FOOTING 4 FT TOPSOIL: 3 FT 528 2 - 2 FT THICK 5 FT - YT = 124 LB/FT³ 12 SILTY SAND EL 525.5 FT XI = 112.4 LB/FT3 A FOOTING 12 w = 9.4% Gs = 2.65 - 3 FT THICK 0 4 15 -#200 = 2.0% 518 10 SCALE (FT) 14 SAND AND GRAVEL XE 133.6 LB/FT³ w = 12.8 % 14 Gs = 2.65 -# 200 10.8% 50/1 IN. 506 EL 512 FT B GLACIAL TILL GROUND SURFACE ELEVATION: 532 FT ELEVATION POINT A: 525.5 FT (5) DEPTH OF SOIL AT POINT A: FT 3. CAREFULLY STUDY THE GEOTECHNICAL PROFILE FOR A BUILDING PROJECT IN THE PORTLAND, OREGON AREA. DETERMINE THE FOLLOWING: (24) 3A. TOTAL VERTICAL STRESS IN THE SOIL AT POINT A, PRIOR TO CONSTRUCTION: OVA = OVA = OVA 7 | Page

532 ELEV (FT) BORING M-1 Nc (B/FT) FOOTING 5 FT x 5 FT CROSS-SECTION VIEW EAST Q = 150 KIPS DOES NOT INCLUDE FOOTING 4 FT TOPSOIL: 3 FT 528 2 - 2 FT THICK 5 FT - YT = 124 LB/FT³ 12 SILTY SAND EL 525.5 FT XI = 112.4 LB/FT3 A FOOTING 12 w = 9.4% Gs = 2.65 - 3 FT THICK 0 4 15 -#200 = 2.0% 518 10 SCALE (FT) 14 SAND AND GRAVEL XE 133.6 LB/FT³ w = 12.8 % 14 Gs = 2.65 -# 200 10.8% 50/1 IN. 506 EL 512 FT B GLACIAL TILL GROUND SURFACE ELEVATION: 532 FT ELEVATION POINT A: 525.5 FT (5) DEPTH OF SOIL AT POINT A: FT 3. CAREFULLY STUDY THE GEOTECHNICAL PROFILE FOR A BUILDING PROJECT IN THE PORTLAND, OREGON AREA. DETERMINE THE FOLLOWING: (24) 3A. TOTAL VERTICAL STRESS IN THE SOIL AT POINT A, PRIOR TO CONSTRUCTION: OVA = OVA = OVA 7 | Page

Structural Analysis
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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532 ELEV (FT) BORING M-1 Nc (B/FT) FOOTING 5 FT x 5 FT CROSS-SECTION VIEW EAST Q = 150 KIPS DOES NOT INCLUDE FOOTING 4 FT TOPSOIL: 3 FT 528 2 - 2 FT THICK 5 FT - YT = 124 LB/FT³ 12 SILTY SAND EL 525.5 FT XI = 112.4 LB/FT3 A FOOTING 12 w = 9.4% Gs = 2.65 - 3 FT THICK 0 4 15 -#200 = 2.0% 518 10 SCALE (FT) 14 SAND AND GRAVEL XE 133.6 LB/FT³ w = 12.8 % 14 Gs = 2.65 -# 200 10.8% 50/1 IN. 506 EL 512 FT B GLACIAL TILL GROUND SURFACE ELEVATION: 532 FT ELEVATION POINT A: 525.5 FT (5) DEPTH OF SOIL AT POINT A: FT 3. CAREFULLY STUDY THE GEOTECHNICAL PROFILE FOR A BUILDING PROJECT IN THE PORTLAND, OREGON AREA. DETERMINE THE FOLLOWING: (24) 3A. TOTAL VERTICAL STRESS IN THE SOIL AT POINT A, PRIOR TO CONSTRUCTION: OVA = OVA = OVA 7 | Page
Transcribed Image Text:532 ELEV (FT) BORING M-1 Nc (B/FT) FOOTING 5 FT x 5 FT CROSS-SECTION VIEW EAST Q = 150 KIPS DOES NOT INCLUDE FOOTING 4 FT TOPSOIL: 3 FT 528 2 - 2 FT THICK 5 FT - YT = 124 LB/FT³ 12 SILTY SAND EL 525.5 FT XI = 112.4 LB/FT3 A FOOTING 12 w = 9.4% Gs = 2.65 - 3 FT THICK 0 4 15 -#200 = 2.0% 518 10 SCALE (FT) 14 SAND AND GRAVEL XE 133.6 LB/FT³ w = 12.8 % 14 Gs = 2.65 -# 200 10.8% 50/1 IN. 506 EL 512 FT B GLACIAL TILL GROUND SURFACE ELEVATION: 532 FT ELEVATION POINT A: 525.5 FT (5) DEPTH OF SOIL AT POINT A: FT 3. CAREFULLY STUDY THE GEOTECHNICAL PROFILE FOR A BUILDING PROJECT IN THE PORTLAND, OREGON AREA. DETERMINE THE FOLLOWING: (24) 3A. TOTAL VERTICAL STRESS IN THE SOIL AT POINT A, PRIOR TO CONSTRUCTION: OVA = OVA = OVA 7 | Page
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