A single anchor slab is shown in Figure P14.12. Here, H = 0.9 m, h = 0.3 m, y = 17 kN/m³, and o' = 32°. Calculate the ultimate holding capacity of the anchor slab if the width B is (a) 0.3 m, (b) 0.6 m, and (c) = 0.9 m. (Note: center-to-center spacing, S' = ∞.) Use the empirical correlation given in Section 14.16 [Eq. (14.92)]. 200 100 50 20 ---- -- d'=45° - t-- --- 10 ---- d'=40° 5 - 6'= 35° d'= 30° m=0 m=1 1 1 2 Figure 14.42 Variation of Mva with H/h and ø' (Based on Neeley et al., 1973.) 3 H/h 4 5 Myg (log scale) 2.
A single anchor slab is shown in Figure P14.12. Here, H = 0.9 m, h = 0.3 m, y = 17 kN/m³, and o' = 32°. Calculate the ultimate holding capacity of the anchor slab if the width B is (a) 0.3 m, (b) 0.6 m, and (c) = 0.9 m. (Note: center-to-center spacing, S' = ∞.) Use the empirical correlation given in Section 14.16 [Eq. (14.92)]. 200 100 50 20 ---- -- d'=45° - t-- --- 10 ---- d'=40° 5 - 6'= 35° d'= 30° m=0 m=1 1 1 2 Figure 14.42 Variation of Mva with H/h and ø' (Based on Neeley et al., 1973.) 3 H/h 4 5 Myg (log scale) 2.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Repeat Problem 14.12 using Eq. (14.91). Use m = 0 in Figure 14.42.
![A single anchor slab is shown in Figure P14.12. Here, H = 0.9 m, h = 0.3 m,
y = 17 kN/m³, and o' = 32°. Calculate the ultimate holding capacity of the anchor
slab if the width B is (a) 0.3 m, (b) 0.6 m, and (c) = 0.9 m.
(Note: center-to-center spacing, S' = ∞.) Use the empirical correlation given in
Section 14.16 [Eq. (14.92)].](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0cae8fc3-e95d-4ec8-a881-decde9b1f359%2F0283bc86-fc6b-489f-81b3-996bd57c84ba%2Faj5fzle_processed.png&w=3840&q=75)
Transcribed Image Text:A single anchor slab is shown in Figure P14.12. Here, H = 0.9 m, h = 0.3 m,
y = 17 kN/m³, and o' = 32°. Calculate the ultimate holding capacity of the anchor
slab if the width B is (a) 0.3 m, (b) 0.6 m, and (c) = 0.9 m.
(Note: center-to-center spacing, S' = ∞.) Use the empirical correlation given in
Section 14.16 [Eq. (14.92)].
Transcribed Image Text:200
100
50
20
---- --
d'=45°
- t-- ---
10
----
d'=40°
5 - 6'= 35°
d'= 30°
m=0
m=1
1
1
2
Figure 14.42 Variation of Mva
with H/h and ø' (Based on Neeley
et al., 1973.)
3
H/h
4
5
Myg (log scale)
2.
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